Loading...
HomeMy WebLinkAbout21125-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-23311 Date OCTOBER 28, 1994 THIS CERTIFIES that the building NEW DWELLING Location of Property 13451 ROW OF OREGON RD. CUTCHOGUE, NEW YORK House No. Street Hamlet County Tax Map No. 1000 Section 83 Block 2 Lot 10.6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 4, 1992 pursuant to which Building Permit No. 21125-Z dated DECEMBER 7, 1992 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ATTACHED GARAGE & WOOD DECK AS APPLIED FOR. The certificate is issued to LOUIS C. & LUBA CORSO (owners) of the aforesaid building.. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 92-SO-95-FEB. 9, 1994 UNDERWRITERS CERTIFICATE NO. N-284148 - JULY 27, 1993 PLUMBERS CERTIFICATION DATED OCTOBER 11, 1994-HARDY PLUMBING & HEATING uilding Inspector Rev. 1/81 I FORM NO. 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) i 21125 Z Dater, I 19.2x- Permission is hereby granted to: ..............C...?. . ~.......m... .c to e.. .:1:A-.....c!::..... v2i&..... .".......M.... U at premises located at i.... ...0?.!...~........ r, W.:...~.. ...-o County Tax Map No. 1000 Section .......02.x..... Block 2.0-:...... Lot No I...r..t........ i pursuant to application dated ..I..1,R4F.^.s:~~......"T 191.;~r:, and approved by the Building Inspector. ' Fee $ 6..'x..1.: r- i f r B din' I for Rev. 6/30/80 E I\ FORM X0.2 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 19.91 NaN? 21095Z Date ...../1C.O Permission is hereby granted t ,f..~~ i....... .a...,....:.y.:....fr.1.4~.~ . to ;l ~n..~ 4 >.....UYk tt~ ......:..n rc f at premises located at ...~r.:.:.....••./.~.•••.......~ t t .......~Sr.....salV t County Tax Map No. 1000 Section C~2Z..... Block Q Z...... Lot No...... ~.Q.r..L...... r .1 pursuant to application ated .....AJ..$'h&W.. ."A . and approved by the r Building Inspector. 4 Fee $.•/••S,s..... U r4w 40 . Building Inspector Rev. 6/30/80 w ` E Form No. 6 '!f4 f 7~io TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BLUd t1B3 765-1802 ..x TOnN0S0U7NbL€J n APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B." For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential /$115.00, Commercial $15.00 / Date ~.`.7..Y...... New Construction....Y...... Old Or P e-existing Build' al Location of Property .....v House No. Street 5dmlet Onwer or Owners of Property..................... l County Tax Map No 1000, Section...... d~ ...Block.. Y. y........Lot.... tP:50............ Subdivision... c ........................`..Filed Map............ Lot... Permit No.~~! _52;;;....Date Of Permit..1.Y/.~ 14.1!.. Applicant. Health Dept. Approval ..........................Underwriters Approval......................... Planning Board Approval Request for: Temporary Certificate........... Final Certiycate~........... Fee Submitted: $ //(mow (N'h us Z. a.33 11 PLICANT...... TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDIMG INSPECTOR P.O. BOX 728 [ M1 TOWN HALL y4 c SOUTHOLD, N.Y. 11971 C E R T I F I C A T I O N Date -0c, Building Permit No. Owner k0L i S cln r ~ ( lease print) Plumber- PIIAV" VN(plea e print) I certify that the solder used in the water supply system contains less than 2!10 of 1% lead. IAAOJ~ (plumber's signature) Sworn to before me this (1`f,~-day of 2 190 - ( Notary Public Notary Public, J (i County DEBRA K. WOERNER N"y PuWk. State of New York No.01W0501W69 0ualiffed in Suffolk county pawm'seion Expes Sept. 20.1995 ARCH TECTS/D SIIG ERS LAC ~4CG°3 OG~ 1~G°3G~~1~C~f17~~f' G^aC~ 600-1 N. Bicycle Path PORT JEFFERSON STA., NY 11776 _ DATE JOB NO. (516) 928.5544 9 AYTENTI N J, - •J1!~ TO 4, RE , - > WE ARE SENDING YOU ? Attached ? Under separate cover via the following items: ? Shop drawings ? Prints ? Plans ? Samples ? Specifications ? Copy of letter ? Change order ? COPIES DATE NO. DESCRIPTION 3 9 / 93 i I THESE ARE TRANSMITTED as checked below: ? For approval ? Approved as submitted ? Resubmit_copies for approval ? For your use ? Approved as noted ? Submitcopies for distribution > ? As requested ? Returned for corrections ? Return corrected prints ? For review and comment ? ? FOR BIDS DUE 19 ? PRINTS RETURNED AFTER LOAN TO US REMARKS f 2 P COPY TO SIGNED: rr MU24J emu, Gf*R aaR. 01471. It enclosures are not as noted, kindly notify us at once. _ 1\3eW TOfK bLd LC VC dI Li I ICI It :x 1 U I I! 1c1 I Lai vv ac xa~vi c::4:•e%&h B~Jdino 40-3U`!Y, ;,iony Brook. 72- Lvpw ¢LDUis C~Sfrec /33 Phu r berrr_y Thomas C. Joriing /i2 W, ~u r IC r lj/ /~J ' Y. Commissioner n a - Dear ClD/ZSa: I LD i 9 Oos'c r 7~ 5~ UG ~G4T> tee - ~y review ha= been made af_ pcu- / ~ GD not Syt4. DU'Se wfia y(CS c I 0 b d(~ ~ ~JIGQ DOQ~~g3-O~-/D•6' DY~6se~ crest o Glus ovt of ou,-vuYi'seP~Gfio~~, " o r~ph`& i Based ion the information you have submitted, the New York Stag Department of Environmental Conservation har determined that the parcel ?project is: Greater than 300' from, inventoried tidal wetlands. Landward of a substantial man-made structure greater than 100' in length which was constructed prior to 9/20/77. - _ Landward of the 10' above :Wean sea level elevation contour on a /gradual, natural slope. Landward of the topographic crest of a bluff, cliff or dune which is 6cJ . a level.SoM y r Air &A creater than 10 in e_ vat_On ove can see ld 13~b ~e~ 4~~3~iz~ f~.s7~ !-eu/sect ~ 4 ThereMre~ no peninit is reu,.,'red vncer the Tidal Wetlands Act (Article 25 of the Environmental Conservation.Law). Please be advised, however, that no construction, sedimentation or disturbance of any kind may take place seaward of the 10 concur or topes-aphic, crest without _ a permit. it is - your responsibility to ensure that all' necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation in this area as a result or your project Such precautions may include proviling adequate work area between the 10' contour or topographic crest and the project ('_.e. a 15' to 20' wide construction area) or erection of a temporary fence, barrier, or hay bale berm. Please note that any additiona-_ or modification to the project a5 described, may require authorization b_? this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtain.in, anvil necessary permits or approvals from other agencies. Very truly yours, • Deputy Reg-final Permit Administrator I~ Nov 16M ~I at~iG. `Ya7. TdWN CJF 50 rymniU _ LELJ i ~.`1J:7 i•itNT 'J=14L (A OUNDATION (1st) OUNDATIOIJ (2nd) S _ ' A OUCH FRAME & -PLUMBING I G Y m :1SULATI0;1 PER N. Y. STATE ENERGY CODE 3 r i +Ma..,.a .___J m . C,wa<<~.•~. ~~i.,~L.yg. Yew. FINAL o ADDITIONAL CO EDITS: y 4 • X H • O m ,.p • ~r Jul Ll `J4 0 • to ivu .wwi . CORp22INI RSPHRLT INC. TEL:516-734-5 25 .T ^14 o w. w a r ss-ra~R.. a. e? . piwYMCNa s.. xwoasea sroiMaeRiNO iMSp80T0a a946R810M0f.7M' r {s i61-16J^7040 , BOlfta000 SOON giWtMeY D~'!AR'l''~~T P pXa xCB or TI3E =2402pe r"t+3i :e+..~ os soasaoso JULY i, 1994 Highway~ ~~~V)._ r F Mr. Raymond L. Jacobs superintendent - Southold Town Peconic Lane, P.O. BOX 178 g . peconi c, New York, 1 isle . OCT ~ 6 IM PLDG. Re: NINA STEVENS - SUBDIVISN.Y SQIIIITI Cutchogue N.Y. Towraoa~..~.,x~ Ore4on Road, Dear RAY: As Pbr your requests i have conducted Qui~ad construction Lh I abova_ rbf eranGed _ project to_d eb,.. mannor':' Al V 'Of the items have been completed in a eat i factthY , required drainage h beineinstalle meet he minimumerequilrements i However. the Placement and location o road has been 9 % onsnt of lot number ber One differs from .the of the the road iownmmedispeciatfiely cat in fro th approvedi piano The approved plan shows the private drive to 1.9t number Ons flnc.r_RaO.hing on the fifty foot N ght~of waY• The actual driveway imetalled goes beyond this area and snoro% the on the s f mkaeplho in section two. This lot still bsiOn9a to the Stevens family who has objected to the final .location with the road. pleas mind that this Plan was approved with a stip ti ooded to be improved du e to further A1lnofwthe the 50 right of=way ever H ve part if no development it might be neoeasary to remo front entry arrangement within the right-cf-waY• If You have any Questions concerniaonthis matter o • if You need any additional information, p Office ebrbiymc amen A. ter, R.A• cd; Richard 0, Ward (Chairman - Planning Board) FREDRICK ERCOLMOH n . ARCHITECTS/DESIGNER ~r [5VUEM 00 IF MUSHO 1Tul 600-I N. Bicycle Paths Npv 1 6 1982 x PORT JEFFERSON STA., NY 111 ~ij DTE JOB NO. (516) 928~-5544 >/N TO ,r`-VJLGILe- y/c5 CtM~ C9~ / O RE Ic 4t(A . Nga7 i oao - O9A-o s O•~ > WE ARE SENDING YOU B' Attached ? Under separate cover via the following items: ? Shop drawings ? Prints ? Plans ? Samples ? Specifications ? Copy of letter ? Change order ? COPIES DATE NO. DESCRIPTION e2 e.~. rLi 9C. o cC 760C" d o~ _ L( A_ 61- O /G • 9~ ~ .Yt , cO THESE ARE TRANSMITTED as checked below: ? For approval ? Approved as submitted ? Resubmit copies for approval ? For your use ? Approved as noted ? Submitcopies for distribution > ? As requested ? Returned for corrections ? Return corrected prints ? For review and comment ? ? FOR BIDS DUE 190 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: FNOw TM3 J~1N.. rwa,, aax 01471 Il enclosures are not as noted, kindly notify us at once. 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL REMARKS: V3110 3 DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ) ROUGH PLBG. [ ) FOUNDATION 2ND [ ) INSULATION [ ] FRAMING [ FINAL REMARKS: R t ~ s f t DATE d ` t- & INSPECTOR M THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY F 85 JOHN STREET, NEW YORK, NEW YORK 10038 7~fiA5993793 281118 Date JULY 27,1993 Application No. onfile THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of WTNDS HAY BUILDING CORP., ORNGON ROAD, CUITHOGUG, N,Y. in thefollowinA locations 1~ Basement ® Ist Fl. ® 2nd FL GAk/ATT.CC/OUT Section Block Lot was examined on JULY 23 19 9 and found to be in compliance with the National Electrical Code. FIXTURE EGEPTAGlES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT K W AMT K.W. MIT. K.W. AMT. K. W. AMT. H. P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT. N. W. Oil H. P. GAS H. P. AMT. NO. A. W. G. AMT. AMP. AMT. AMPS TRANS. AMT H P NO SYSTEMS AMT WATTS .OF FEET SERVICE DISCONNECT NO. OF S E R V I C E MAT. AMP. TYPE METER To 3W 1.8 3W 3 0 3W dW NO. OF CC COND. A. W. G. NO OF Ht-LEG A W C' NO. OF NFUTRAlS A W G. EQUIP. PER O' OF CC. COND. OF Hi,,& OF NEUTRAL OTHER APPARATUS: PAUL 11. BURNS 111C.0282-0 2'75 TOWN HARBOR ARB ARBOR LAN8 SOU'l'fIOLD, NY, 11971 GENERAL MANAGER - 11 Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 113001 Z1 BUREAU OF ELECTRICITY F 83 JOHN STREET, NEW YORK. NEW YORK 10038 Date J(ILY 77,199:1 Application No. on file ~19~A5493/93 11 2t3414R THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of WIND'i WAY BUILDING CORP., ORSGON ROAD, CUTCHD,UE, N.Y. Basement © lst Fl. © 2nd Fl. GAR/ATT.IC/OUT Section Block Lot in thefollawing locution; was examined on JULY r'. 3 , 1. 9 9 3 and found to be in compliance with the National Electrical Code. FIXTURE FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS ECEPTACLES SWITCHES INCANDESCENT fIUORESCENT OTHER T. K W. AMT. K.W PMT K.W AMT K W. AMi. H P. 196 1090 1011 1)1 IT 1 816 1. 1.4 C P DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIALRENPT TIMECLOCKS BELL UNITHEATERS MULTI-OUTLET DIMMERS AMi. K. W. OIL H. P. GA$ H. P AMT NO. A. W G. AMT. AMP AMT AMPS TRANS. AMT H P SYSTEMS NO. OF FEET pMT. WAITS J T 2 13 40 1. 4..1. 690 SERVICE DISCONNECT NO. OF S E R V 1 C E AMT. AMP TYPE METER 1 ~ 3 B' 3W 3, AW NO. OF CC COND. A. W. G. f HI-LEG A. W. G. NO OF NEUTRALS A. W. G. EQUIP, PER % OF CC. COND. NO O OF HI-LEG OF NEUTRAL 2 290 CB l Y 2 4/0 2 4/0 OTHER APPARATUS: 109 ARP.TRAN3F"ER SWITCH-l 1PUA,;E 70ARP GENERATOR-1 JACIIZZT-1 C.T. CAD'INFT:-;t MOTOR9:7°1' 11J,,3-5 PADBLBOARDSc1-1 CJR. 100,1-16 C:IR. 1901+,1-5 CIR. 190 P-ANELBOARD918-1 CIR. 60 SMOKE DETECTOR:-3 <<< C,ontirnled on Page 2 >a> GENERAL MANAGER Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. BOARD OF IIEALTfl ,r FORM N0.1 SETS OF PLANS . . . . . • M TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . 1 BUILDING DEPARTMENT /CIIECI: . TOWN HALL SEPTIC FORM SOUTHOLD, N.Y. 11971 Gvu'S CoR~~ TEL.: 765-1802 NOTI FY 7 (a2\ /j/ ~ O l CALL ~J 7 . . Examined UViAIV,-.t~AM 19.1 NA I L TO : Cep AMOw~j Approved 1::)&Wyrr1V 4•.7..;.199 h Permit No..~1~. tom. ! . _ . . Disapproved a/c`'i . . . . . (Building Inspector) t APPLICATION FOR BUILDING PERMIT Date PA% . 4. 19 92. INSTRUCTIONS a. This application must be Completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan 46 scale. Fee according to schedule. b. Plot plan showing looatitin of lot and of buildings on premises, relationship to adjoining premises or public streets j or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. c. The work covered by this application may not be commenced before issuance of Building Permit. it. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Sucli permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building' Inspector. APPLICATION I5 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the constructiod of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to compiy:with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors oh.pteinises and in building for necessary inspectio . - (Signature of applicant, or name, if a corporation) 13,3 Mulberry„St; : , NY r NY „ 10013 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. ~ pPlicant„is,'owner Name of owner of premises , 8.t? yt-ns . . (as on the tax roll or latest deed) If applicant is a corporation, Signature of duly authorized officer. (Name and title of corporate officer) Builder's License No. Plumber's License No. . NA . i Electrician's License No. YA Other Trade's License No. 'NA bi 1. Location of land on which proposed work will be done . r , ^ . "4 904!40@ J~a Oregon Rd., Cutchogue, NY .I ..............amlet........................ House Number Street H County Tax Map No, 1000 Section , 0183........... Block !.2 Lot . ^ ,10: 6 Subdivision "PlAn9. ,St,eyens" Filed Map No . Lot (Name) 2. State existing use and occupancy'of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential SF , , . , , , b. Intended use and occupancy R.esid.eritial SF 1 3. Nature of work (chec 4hlch,ippllcable): New Building . • Addition Alteration Reair p . }tt val Demolition Other Woik , o (Description) ^i,,50t~00,,00 Fee . 4. Estimated Cost r . (to be paid on filing this application) -I Unit -i9aix nachZfIMr . 5. j{' ll'U W4TImgf .lu...beir Vl ~WPilring"tt 'L~-.~~. Uni.:TTTf~.'1 If garage, number of cats . 6. If business, commercial or miXed occupancy, specify nature and extent of eaclftype ofuse~: F" 4 1.v.......... . 7. Dimensions of existing structures, if any: Front . , . , Rear Depth Height Number of Stories . Dimensions of same structure with alterations or additions: Front Rear Depth Height . . Number of Stories . 8. Dimensions of entire new construction: Front .7.8-'.70.", , , , , , Rear .7.8.' -b.':. Depth 91!•4!' • • • • • • • Height ..2~ Dumber of Stories ..2 58,1..38......... . 9. Size of lot: Front i.......... . •Rear ,.16,6 t.$t7 Depth ' 10. Date of Purchase Name of Former Owner 5 t e v,e n s, , , , , . • . 11. Zone or use district in whichpremises are situated . , R-80 , , , , , • , , • . . ' . . 12. Does proposed construction violate any zoning law, ordinance or regulation: No 13. Will lot be regraded ..'Ye.S, Will excess rill be removed from premises: Yes X N' 14. Name of Owner of premises ).Cgrso,,),o,qia ,,,,,Address NX,..NY............PhoneNo(?10.4,31-.7.610 Name of AtchitectErCgX;L, 4,. k'.redr;L.rk...... Address Po,r .Jp.ff.Sta,NYPhoneNo(S3GJ•928-5544 Name of Contractor . IJ As .Wa.Y. . Address /i /pd. ,~u r d! phone No(~ 14).7.49-13.35 15. Is this property within 300 feet of a tidal wetland? *Yes........ NoJ....... *If yesi Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and. indicate all set-back dimensions froi property lines, Give street and block number or description according to deed, and show street names and indicate whethi Interior or corner lot, Please see attached survey and construction prints dated,, j (last revision)~12-1-92 j i it i j , i ~ I STATE OF NEW YORK, SS OF ..4tt?i.l4+ • . Louis Co,r nq, , , being duly sworn, deposes and says that he is the appli- j (Name of Individual signing contract) above named. Ile is the ..owner........j .....................'t..........,.................................... (Contractor, agent, corporate officer, etc.) of said owner or owners, an is duly authorized to perform or have performed the said work and to make and file= application; that all statements contained in this application are true to the best of his knowledge and belief; and tha work will be performed in thelmanner set forth in the application filed therewith. Swom to before ine this .!.day of . 1CGt?t'L.{'..., 19 . fr N "dW Public, + , . , r 0 • County ELIZABETHI ANN ILLE LOUIS CORSO (Signature of appl_ Notary Public, State of Raw York No. 62-8128850, Suffolk CouygV Term Expires October 31,1917C- €r~ ~~,`Il U BOARD OF HEALTH' FORM NO.1 .~3 SETS F S t, TOWN OF SOUTHOLD SURVEY 1W 44 BUILDING DEPARTMENT ~CIIECR serrtc rortrf TOWN HALL RLOG.DEPT, SOUTHOLD, N.Y. 11971 TOWN OF50UTa(OLO TEL.: 765-1802 UOT IFY~ CALL Examined MA I L TO: Approved JVaVA.Ivkuo~.4 R 19IXPermit No.,210.9 .5. • . . _ . Disapproved a/c................ . . . (Building Inspector) APPLICATION FOR BUILDING PERMIT Date .N9Y...0.......... 1992. INSTRUCTIONS a. Tins application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of•plans,accurate plot plan to scale. Fee according to schedule. b: Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the constructi'oft of buildings, additions or alterations, or for removal or demolition,' as herein described. The applicant agrees to comply,- with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspe s. /..L (Signature of applicant, or name, if a corporation) 13,3 ,Mulberry, St:: NY NY 10013 , (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. .........ApPlicant. As ;owner' Name of owner of premises , , 5.teyenA . . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Builder's License No. . , NA . . . Plumber's License No. , NA Electrician's License No. NQ . -k Other Trade's License No. 'NA 1. Location of land on which proposed work will be done. 1680', nos; ii 2-f-,Oregon R,1. , sytrrnx 15 00' _ ,ast of Bridge La. Oregon Rd., Cutchogue, NY House Number Street Hamlet County Tax Map No. 1000 Section 083 Block 0.2 Lot ,10: 6 Subdivision ;'Nina, Stevens" Filed Map No. Lot (Name) 2. State existing use and occupgihcy'of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential SF b. Intended use and occupancy Residential SF s Fr3. Nature of work (check which applicable): New Building • • X • • • • Addition . . . . . . . Other Work Alteration . . . . Repair Removal Demolition r (Description) 4. Estimated Cost „$25,000.00........................ Fee .75:0 H . (to be paid on filing this application) Foun tion aso r anni,ts rsu aaU ' g1' u Zmttsna1±:ft=t.... S. tng, mttrrber we . +`fiq If dH tt If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.: : • • • • . • • 7. Dimensions of existing structures, if any: Front Rear . Depth . Height Number of Stories . Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth . Height Number of Stories ..................58,1.38.......... 9. Size of lot: Front 160/9 :I .............'.r Rear :,16.(2: Depth . . . . . 10. Date of Purchase !i • • • • • • Name of Former Owner . ,Stev,ens...... • • . ' R-80 11. Zone or use district in which premises are situated . • • • • 12. Does proposed construction violate any zoning law, ordinance or regulation: No . . . . . . 13. Will lot be, regraded • Will excess fill be removed from premises: Yes X No 14. Name of Owner of premises Cor so , o,yi s. , , , ,Address NX,.. NY............ Phone No( ? 12)AI I-. Zra10. Name of Architect Ercolin~q,,k:rgdri.c.k...... Address Port,Je.f; ,Sta,AiYPhoneNo(516).9.28-5.544. Name of Contractor , ....NA Address Phone No . . . . . . . . 15. Is this property withi 300 feet of a tidal wetland? *Yes,....... No.~....... ' Y be required. *If es, Southold Town Trustees Permit PLOT DIAGRAM Locate clearly and distinctly,rall buildings, whether existing or proposed, and, indicate all set-back dimensions fron property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. Please see attach~~ed survey and site plan , i STATE OF NEW YORK, S.S COUNTY OF • . 4iPt=R • • . g j, , , , , , , , , , , , , , , being duly sworn, deposes and says that lie is the applica Louis Con (Name of individual signing contract) above named. FIeis the ..o.......... • (Contractor, agent, corporate officer, etc.) of said owner or owners, and •is.duly authorized to perform or have performed the said work and to make and file t- application; that all statements ,contained in this application are true to the best of his knowledge and belief; and that I work will be performed in the manner set forth in the application filed therewith. Sworn to before me this . •ndayyooff' `j!t?;a!h 19 . Notary Public ! crS ~d~ r; , .4//4County 1 X14 Notary Pubuc State of Now York (Signature of applic^- No.4961364 LOUIS CORSO Qualified In Suffolk County Commission Expires Ma 22 1 n In v m P e w v 3'n B~mF`Pom_ da°',y t sn In qo -So f n v 3a a v o' 'o S n n 5 m u ~3 xx> d o o=^ n n3 x'm m° 0H~ z0 mo m^ w _~nn m'o~8omdn (n' C »8N y~ « A = o' $ ono' o m~ --o °--'o+ 0m vrv Dory on oe ?o Sx' 3~ 3m~'nn &c n- 30ne m'°"o qIp _LPn ~'ti 70 N ° T N o N n m' 9 b •F N m°- 6 0 0 N n J ^,3. p o ggZ~'o nod co" m°o n~ j d _ - a_ p ~~1yy 1A oN ZOOa - °N 'c N'o5 V. 5 2 (^d^ ma$vdp WZN 0. W a ~y ~zo " > 'o° y Kl w °n3- _ oe c p N0p n N m o°_' -°_3m ~ m zo - 6a F ~3 F 3c _ v~ Z n °a ~o - = oo~o na myq oo- N ~O °d _ o od m _v e, m'D` 3 m e3 ~ -CO m > $ n 51~ I, 3 ~ _ - _ N 3 ~ d-- T 31 n o ao' n _ - 73 no°nv°~noo n09^ ID> n o" no o o a ~m odo,<'3n°~ p1d ~p m6 - m HoE wv~~ vod==-"-?' c; o 7, 1, I 'V N T/ m Y 3 .T. y 1.. U) H (V H I+ VI :U t-' In H 1 M hl y l' O H O O i •1 .i r' t: hI P rl rl n 'n ii 'II YI i ll (1 I lil •3 n O I II II,I 1'I II II II 1 II II .1 P UI n .I lY ll O :1~ 1" ^1 •V tI In OI y O! 'U O N •-1 O O W 1-1 V ) I P N O 1 n n (T'~ N N W O n A A LO C \ P O O m N N A Y N ,b b O A M }1 W P O Y J+ H n r W% Y~ F~ .P .n r b rl OOZ1 P J H P 1-' O M I M 1 I O H O N 1 I M T N N N 1/ ~ H V m n 1/i y 0 '1` In N k k % O E y H O O O w H P k Y 'A O O O m rl n n 2 3 w - D 'b k M 3 n + O O O O m .n s n VI P M 1/ O M n O "1 O M z 'L m k n + H •-1 A n Y. % Z r' P 11 .Y. I I '0 1/1 •.1 4' C) - A O O O O C, I) tll n VI n In J O -1 1'1 IA rl XI N ;U y C C H T3 Ul CY b ul tl O C' pl O O O V O O A N 'V N V) rl n V V N V 11 U m N C C M M I+ 'U b A 2 P N n Vi (n N' :11 N y '0 U/ n In V P O W O N N W N P (O 47 J '~I C P N N P .n J F' P T y I C1 O l'I O J V1 P N N N y .M to O O' O y H H n n % m% ti m `O O I P O P In 0 11 In O n m y O I/ H O 'tl n H~ 'V N r O Y 3 - H S M A r :0 M 1-I r \ r t; I M I-• N lu H b In % v i v m y .vi tl CJ r b m 0 o O o 0 0 0 •G 0 0 P. n ry nl r o 1+ + In r M 0 0 oro A r Inm o r"n n A O o 0 o In z z c z v Y. w n r t• b P In O In 1*r (J I-• W lJ .n '\I In U3 In U J V O J O O II r' lb 'O T'n In In • O (n VI O O O O O :h N N \O O O 'U v '+l F' P f 1 / 0000000.1 1 n z O o P k Y. X X k X X k M .n W P b N Y 3 J 'n H b O O (J In K H P P r' • n A .1n .n N .n In N In (1• .M In b Ir •b 131 W • P O O O O M O N 'U 'tl 3+ In H r' 2 O N U) P O N % M • O O O O O O O O M r r '(L) ? H O W 7 O• A 'U I+ m H r1 P n 11 n n n n n J J b b M M O M 'O O V] J H H H H Hy k M M A .Yf H 1 In •e P 1' a b w nn nn n wnw ++a 1. P ut 1 y H H 1 H 'G ' A A A A A A \n A In b A J n N P m W 00~ O X r mk N > O O P, II P O w ~ k b II P O X O p N I M P l Z C C n r J 'n In N ~ O O N N b I M p T H N N M n t y T b c H H b z Y •-1 (n c P In M o ~ r nk II ul P I o I I ~ n 0 J ONIMM V OTT OS MOH ooTZ OUT S-b ooooaz UP 9T xu~~ sor soxeauano Tx-Td yeas ad2u x~zna L _,16 4.3 ^280000 4.5' ^,o0 2100 SHOW TO READ A DRAWING _ N U rn a) ~ ZT Pi C tT ,b N m n 0) ro x•11 U ro o a 4J m u a 91 f!1 (n O 4 w •H •ri a::j ri U N H z n U N a ca a~ m a) w n U o Pi U) u a a o 44(a Qa m'o u Nam 0u um~+~+ ° d k li E'M d' u u II E E H ° Id ri v a) 4-t >4 -P -14 V N~l a) to O fa ri O N b +I 0) O- - -r4 4J <n ti4 n u O (a ro~ ol U) ma)wroro ax0NUU ~ ~v aCG oro10 ~AON)a >1 G3.HGa) 0) FVw a(a E~+UroN O >1 a wx°Cn co 0 04 aa)i a° H N a o a) !n }M H O a) a a) ~ > -P 0) 0 r-i m Nx al roH H ro•~ 0 O ro row a0 m Ua) Zt4v z UHroro •H m m U m E )-I •H x a' •rl 4 ro aw roN ro m a) riv x U 0 A ro EH 10 qN wax z'.> xasA 04 0•H O x4 U) -H C`, ZHE ~H W a0 ~HO > SAO I'] %H•r( a} E m a o Mom • I I ~L o a' FA/ o N I In( ] G+ Y + H w (f) r-i In In fir U) P. ,-i HIll ••w (o (n A * * , fWQLI P'F(n W, C E- ~O < £,-INM W UJ z z • w on H i D00 UR' E E H Q r c r • I N \ Ndl 10 th z m Z 0u C) 00 W 00 Oc c N . H x x x U w H eM 5 I ri - ONNN W Z U I I N acr p N NN N --I, t o M F a II 11 II II II II II HON O,) (7)H 00 U (n coN 000 an H RCU z x 000 ri0 I N I O H H N M N P~ £ (n W E O El 0< < Pi' E I I 0 P :D W r$ E W 0 0 O 00 a E ~O E+ W a lZ ,.7 to E ' ~ • N UI 7~ I ~ • r i a ro w f ( e .aim ~p,, r2f ~:a ' lae~ , _ a]IJ i. ~,p r.,~y '~nPrY ~+ra1 Pit i° y~ „ an ra :o.. a,wl J., k, r.l'„a5' °r 48r:~~ pCJI)~t Sit e tl r u . '..role «nr, w I I., . -~-tenI.. .....u,m.. mr _ .Or 'si gent r«m~...r. `y. bFr r.1. Is An m w4F•µ J\ra nrnrw+r mrr- r.s• I I j I I I O`m eviev,it r«a. _ _ _ _ _ _ _ ay,ow Fiprn slat I I :Jtt;,e,~.,<r ~m"" If rs• ; I 1 1 _ 1 1 inlan II Ili- I4- I o. II 11 Il Il 11 II .~Mw r ,k lI ? ll, n, 11 ll w• _ '1~F latrine • r,U:f Ynr: r:s.,pyr Fiwn ebl r r rnePlo.v din ^.+A'mi/'p",(I(uSi.~p6,r Figure 5 Permanent bracing sort provide ,ullid:m iti ;'.d 517th' e ! pporf at hghl mi lre to should be proud on pot lrvnet the plane of the truli to hob'nnY'lrun' memberlin Ina Dwilion' m any One area, they should" spread assumed for d in design. In Addnion,_pt,man<nP bamrp-minpbe-- FlwMlbl out evenly over a large area ld to avoid a any one bats. All designed of to insist retrial fare,, iniposed on the complete. building by D <ugmal l egmpmenl should be located only an the l n let 1,ml,.rllY wind Or teVrnme rc loreet. "t " 'f•'+`ri f,i; sY.i•+",: nwatn la a bolthWOxrmatny 45 degreesn.e ended designed 1 mason i1. It 11 should ld Out led not be dropped at ly ':r h^JrA fa,ii t 1t%M rp j: fiis (;[s,pder for ns chord of he bottom chord. Motional bracmg in the plan, plane o I the in any other should area the are 0nny ssee ae snored. Alt fro All Roper r Permanent bracing may be subdivided' into tole; ~Ioyifal roan unless buzzes bottioom .nold if generally not regpired throughout the length of the trvaes mould be ade,va dequately shared red it pellets lets of masonry materials are nenb: ur,,,jvt:r+.. a a ' bvildmil but It is recommended that it be totaled al lust at uch and to be staled temporarily ..,,I the next higher wells are fibished. 4 -~Hrffyr,{'%•?(,; a of the building,' In'moft,cal temporary bracmg in the Diane of the I Top, Choi Plans. This bracing is designed to rein baol 'bottom chord if Inftatled at the locetic m,pecilied on the architectural STAGE THREE: Permanent Bracmq is designed and specified by Re movement of the top chord. II plywood floor dr reaf*shea hire, if plan for Carmarrent biasing: and 11, iherefae, left in place at permanent architect of engineer for the structural safer/ of the building. It is the aoperlY applied with staggered join,, and adpuate 9.aking,'a'oM,to., braciplie Frqure 5Illustrate, bracing in the plane of the bottom chord. responsibility 01 the building designer to Indicate nee, ]matron, aril out 4..,hlagm action rs developed and Nehlionsl bacinq'io<M Dlaa is ••r"ink""'v air attachments (Of a ll permanent bracing al required by dargn analysis. In San... fly not recurred Mug e+«o,nry"nr•-^t full bundle of plywood should not be vplaced on Rufus. This general, it a devrable to design and lout, all bracing so that it may b4 m ,action load should,b.Iimitadto BfhnOOf plywoodon.ts"l, work together with other structural parts 01 the building (Inch if shlar $Ome m<bl , . " of trusser and should be looted adjacent to the mppotlt. No excess , oobrq rnnttiais may be eepeedid upon to Act MnpnlOt n a walls, posit Imm~, beerin9 wNls, columns, beams, etc,) to achieve rlraphiagm when pmperlY lappe. and nailed. Strontium and use ofawas ron u Of ee g N h31 rd 4r'. O•~• .r materials lf . (such .n el or shirples) Integrity. , 1,f, lotatfiruciural . _ ' . maulult is at the discretion of the pwldirq dergres.1"-'. ~10 11 > 1] Ininn is sap, a.e.. r-1. .1 wwa.wrnnrip iwirime, length of a web member. As decided earlier in the ducuuion of 1 n building designand„uad,s,n[STAGE ONE), diagonal b,teingorend anchorage If annual to habitue the lateral pricing, , M'~j0.e ,F Diagonal bracing in the plane df the web members is also users, 1o 1n, eTaeeree distribute unequal leading to adjacent tlutuf and to smell lateral forces to diaphragms or sheer walls. Spacing of roves of drawna( bracing" m '.«,w Inn°O rn the plane of the webs if a m>lter of judgment to hit made by IM1e i{L i ,r t mo-e building designer, and will depend upon the trust son, truss configure w~5r q don, type of building. and the loading. ,r l^I1 t`i Generally, for roof trusses, the 1pa1r19 ranges Irom tt ten to i6 r feet dependmg upon how . relaus to the bracing in the pone o1 Our APPENDIX ..1- top chord For,floo, Irusuf the croa br¢mgshouW b apMonmattlY ' 8 feet on centers. Lateral 3x6 stronffbackt ma Y Jrtin r.S .?y(aj[7eniis, Y also be used for some H is intended shat Inn. appen _W .rx nuimon!Y tentative teens ' y Hear ryfl<mf. - mendaeons ma, may be fund .,a guide let on 1:1r. handling ant ••I arKl'on Um.; a more cornetist mml nn be Ivepvref.-Thna may' • Fgae1and Fnure401u41latr bracer, In Ins Plan, .111 webs bcome mvancisin which Additions! precaueort will be muss ,,,h. } immwa i.ro-wr +~i 1 'y,a{n(r Pwru, _Y~IjV' _l_.., `I Ji.u<"_: i,• J. Bcaem.CAerd_Nam._Thrs,bncmg lvraquued ra.mamum tb_,.-.-UNLOADING., if_posubu-nusrna611- c .T i.wrnm....rr ton design kspacing and lieg fwcecn w provide of mppal sharp pound The, snarl not be m!oadW n ugn tioni our , T' resist Duckling in the he event reversal of of sus stress s due due t to wind no would uld cause undo Iuoures itla.n , has higb mewls in rovi ed of u la, dw so. . ,t uplift of unequal root or floor loadii of adinn. I.-ml. Oumpmg of truss ban cacceptable Provided ta tbs. thf • . 11 1. . t Oliver, are not damaged or tacesuvely tensed -e m the act It an a( dumprrq. Fur mvllbon beering V or nnam . is Pwlms of - -tp.u,cr•. Ihv bottom chord become compression on -<mpea and and enculd be bated The budder mall provide pm¢nnn 'friirom damage that may p j J fit„ r„ ':'•y' laterally to resist buckling in the same manner n the top chord of caused by On site cUmlruciion activity. a. :j ice: r,4r S?'"" Fiwn 6(bl..:•y,^.^^:'....,:.I .b,rrr, vmpl<son trunea: r, . irk i%'. ,1.. ,sill STORAGE. Care 4Mll be takeno al not ,i;',l`orgo exnaive Wndirp of 11 Dddini art useq, spacialhot to exerral the Ouekling leh ih of the Bracing in the plane of the bottom chord is t. confined to transfer frussn Or to allow lipping or I.MIm 'whdf the rlussea are ballad a' top chord,.and-adequ+teI, attached to the top chore, it n recom lateral forcesdue to wind ornismic loAdSinto side walls, near wall, or when the banding is ramovsd, 1-1 ,(!~'~y1yV,h'S':hF.y mended the;diawnat'bucilp be applied to the vndenl.e of the my other resisting structural clemma. DtawWls between continuous ,v\> .;;y1,;rnAi)~~r` tya.~'(ly V, chard to Ilrevent Itt... I hitting of ine puffins...i f lateral prasin9 carve to sbp.ite he bottom chord. It is rexmmmdetl it Imi,Ot fabricated with flee nu•dant Inver. warzl mutt he r! that one complee bay of diagonal bracin9 be insulted at each end of Wier to erection, they should be stored In a verocal tr.~ position to Waves aa:a !s Figure Bbl illustrates the necessity pplyingdia,unal onal bracing in any building. an and additional such pays at ' Insured! at she use specified! Intervals watt containing chemicals Wished! from lthe eaord from o f puffins, + nil to etheb t Ne the Olant of the fop clew. despite t he use of f closely WCed t. Figure 5 Illustrate' the tax of branr,g in the ' the pla11, in A A firther pretioion n may he laYn pri., ;q leg a fewer h r . plant of IM pO11ofeem chord . Ih) trusses that d1 will Wrll prevent mOr4tYr! 1lOm <Omr,g_rr E~lnflcofihe T It ii :e~ommmd d slut IDu draweal bating. as shown in Figure w,in'd a frown and which can be vipuz ed w Crevenbcen0eratio~ 61b), be Intulled'on ' both fide' of ine ridge line in all and bay,. If she' These recommendation, for basing wmad trusses have peen derived ` k r r, , . •rv .d , sietS :'ArOlV-1 4,1 building exceeds W fact in length, this bating should hit repened at from the collective experience of leaking techmul personnel in the ERECT:NG TRUSSES., Tl.e• trpa eleoto, or bufldtI I r, Ike'11"" intervals no gore, than 20 feet. wood truss industry but must, due to the nature of r ' 9v.~W !'r 1'(.I s. ,em • Invel/rel Presented only npenfibrl necessary vor precautions t0-rmu.n ,hi! handling and rec':Cn prnrfdur~ils' up rut rr,a , Mamba Plaea.•. TAe PUrposaof this bracing to hold the ee 9uMr forme ouolaquali!led buildng dmq' don., Adace i he ne lOaX.urrvirgbWCi:y of lie vest:,?; /•?M.mam,r,.9c- o2f Wall 9 designer, builder, or ertchon contractor. " trutut in, vertical position and to maintain the design spacing, In Trusses still pr. infra! Sd plvmggi'trule, ud iWcing and in addilum,thlebteul lancing. me, be required m s pit.. the buckim C:u q L.<., irussef willbe Dro'felt a'. mb at ap.,c.rnl veto+n•/y^i.=': „ r. L.. r .u.,....t9r°.,.x. +,!A5!'grwl.NSr Wy}Y,bAar,r 13 14 Is r• r 1., - tr,.l r 1 41. _ hg tk Ycf.br Flt{ 11 10, v r, s«.a« r. ' i trya~uy,»ft~} p+Mv,i - t rV 're~. of ~a •s! 4.NIiil4~'.ia l' ^ vAiY.,r , ~ I v~"XPY 3)~~N:.I .IyNy. rwrripe,wad vex " a<~'°r imRn lrY rave--_.~ -(q •.Z#AyJa21 xl:, i tarty n•tri^'n'{.i Ci!].sbh'TI rU.I " 2711 + . ar - mr.w. r.'r L(rm +ar;.K1 v r 2u.aiPta.' n ..:/r ..u~i . » r. r. - via.. v........ p aY bnTX;?" 10 t eta ..yo, yypr.i.M1a,Y, .Y S tyn A -pest,:, .r. J ro.r,r.,.•.n..~e•m, Figure A(Z).~., i.•,., ,.r. ~.ef.gi'1t3gm sL?brrgd~~~,„- on 1 mar. ,s, - 0 used ta AUI nmirPLpniXb ,MaJ Ihe%a fthuf -back be soup, n drwl:n< .Fig'r rt' j3j <t/ r Fiwn A121 • l strong back should be a•lech<d to the tap ehord,and vveb_m<mpiri,Pb 1. 1 - rN t m.wvals of apo,oumauly 10 feel. Further, In. al,.O brkt mould by Flwn Al17n q..p n. ...y. hat. q.r. r - g he - For , .1 M moan, between 30'ftet I and 60 fen a lm,, • at or apace In' me, Angb of the Vvn c .1to prevent lo.a db,' . i Procedure own in i Figure ure AM 0.0d be Mled th Inn he Loci " stiOng lack Wn be el any mnnsufficlen't if icnnti flN:<ngIin n )03u1, ,Il l i1hA'wggated'Oiocedure far piiinq truiief .f illustratM in Figure A(11 1 from the ends as the tpnadrr bar "far rp." If stew lines should rry,the watgh, o! the nua and wllipen; n;MitY~d_~.Ad,gNu.,-lIyprul: i s. t 1 the trust lo a..i ,o" ior t]e ced 70 feet '9oe out; t eywli tend toau•e bucklrn9 q of lnetrua . bn.n .1 the units, < s 1 t t /l E>'. if~eg~' W I;uy at rv st t] n tg .Irv Ty le'nh r -onnE 1 mo «v "Q o °v o° m~ o> -o o$g no=.'Po"$N V q< <•p + Znp 90 ~m="°°'m o~^n oo '°,°1O uu ~vo•om av~~n°'a"o t 3o $m n6 °c_ m~ jc m Fm° 0m a _a o0 oom~dmq>go°O5 ~ 0,0 C ~v~ d o° ox>- -a~°N ac am Sod o__~p~"'°_-opa a,° X Nl °-~•3~ Cm N 0^p £rv_ C O"' nx l O 9 `Frv_~a' o°d?a Qp NO V l/1 3 8 TQOH a _ « o. Q °Z~o ~~'u n•o O~-a OW zN 1 ° _ ~N p0~~-OTC c ^_Z ZVI M Oc ZO'n o^ -e •"n=vw ? `O H1pa'°c`~uF~°g.D ual m0 lV ,u" """o og uo mn myma2oo 3m°QQ~°3nc N C, 2 o O -r) •n3 990 D '3$cw °q 2„ ZQaa u.°^•'<m o1~ J a= a oo 1O Nd - o m ~ m O1 m vv A QO3Pma°~ ~ ~ C: 0 =S~ °iO Nf~ao"°°mgdo o~'°~$o N7J o a ~ a 6 P3 >o~ - a 60 3 2 p a N° °,Z p - b O j H N O d O OI q L N H m H r H r A r r r£ m H A H H C O H O O A m H q m C m m H 0 C A ro H 3 ro q G O O N ro 3 0 0 0 w 3 ro Z G A b q b N H b M m m to ra N r m m z r n n H w A H m n q m N w g A S x x n n q H A n q H d• U) ° H b O O N S x r H N P N w H y y J H '11 O O H N ~O w p) H M A 1 I 1 M E A n tl b a M 'A W W N I O Y I I P Y N Z b H O O M Z 1 1° 3 UI N N N N N N Y 1 I w H m C O H m w k k k k k H OH O° Y O Y 3 N N C N X S N O O O 19 I N O O m H P P > •I M N [•1 ° q O Y m 2 I A m y n L H AONNN NNH •ON n0 Pww H Y Y b ~ H H A ro ro ro ro ro C w H g x X X P Y m m P Z Z N M I 1 I 1 1 3 O Y Nfll x A q C H q m x N\\ ° r m O O O d O O A w N N W N N M awn Hon vGi m m b A w J •O H a ~ Z N Y Y N H E P M O N P Z O O IN'1 O m J P VI O I w H O dP O O O Y m k Pi m P P O O Y V Y P P N O r O f•1 G '+1 O q m q 3 5 p i r i S m 0 m m F n 3 m r r o r m r r M r m r 'n Ir u n II n II II A J r o a n ro w O A II '•1 Y W N W O M N r O O m W W A Y W •rl P .O ~O O Y w H O r % m O X r II •Q J •O J J y m J O y I M I- N .P Ti H H H f. H H C n n H N L yl m 3 O P 1l1 n P O O I% m ^I n x O O m % 1 x a N m 1/i N S b O O O O m O" \ q \ H A N Ib+1 H P 2 II II II II (b/1 n n W ro n o n z A P P H 1 z m m e o o w w 1~ o 0 0 0 •o •o vl Y .x w w W VI N J J J m m H Y 0 0 0 H H O n k Y Y S CI •9 M O iC tlF %F O m YC N 3C q L UI H G] '0 S m 'U N W N Y W Y H m Z H w y o R '.rd Y P N N N W N N N H g N Z M H A q H Y m w O O O 0 O O P P? O P P Y K A H n 'tl M O H x b m N N O O J O O O % O O O O % '0 O r N 1 m x _ Y W O b W M Z CO cxi l qO O Y O O O N P O l-I v 0 ° I - o ro m A O n ° W W N N N W W P r W w w P r '0 N VI N A O O O O O O O D O H O O O O H q N J w° Z H ^1 O O O O O O O O N O O O O N m I I N~~„ P~ X% k k k%% k k k k k m .o C Y 1$ 1-' O Y O •P m O P M b N ' •P Y •P •P P N N N Z a °I N N 2 N Y W N m m 61 W P P O O O O O O O O M O O O O M N '0 V H N •0 H O I 0 0 o O O o O O o n m w 0 o n o H N £(i n H ° vl w N 5 P w N x A R1 'V 1 n n n n n VI O n N .P O '0 'V M M H V H H H H H H N H N X M m q A Y H A A A A A P •1' HN A P ~ A A M ro (Zl m m `o ro q y y y H W Y Y N% y Y Y N% K Y„ ~ A A A A P til ?I W A N VI W A A N w - ~m xx~ z - r, C``. x Y Z H x g b [J A m O H H N 0 5 o A o r r m m b O A A C)i: .Fro n C A r g w N z c c y n N N O H H 9 r M N w O m N E m O O O O N N 1 H ' Oi O_ ~'w,Y O A H N x 2 A I m ,1 ~J J`1 C+t'. Y r 3 O w Y 3 H N P P 1p, ~OJ Ind y'fl, yHHNO OOHOwM (l V7 i i q A x C Y m m 0 3 O O l t. i UI r C G) O m P 2 r O H 5 Y w N m H m m O 2 1 f i• ? S' _ r w r N m n A FN C 1-' Y L°~ C~ O O H Y H C ro H ro N P ` ti' t g ro q H x H w O O ro b x \ry' ~Lr p j b O b z y O O N A Y H n O \ fi+~ A M g 5 2 M I H f m q w£ O o A C/lyl.....• 0 5 m H O O O m q w b - ~ W y H x° H K £ P w W r m x P x x (O r n I n•- w 11 T H VMSQNIM OHOO :HH7 020 SS680W o o L VOTTVZ SIDS os muvw fi0C SONHHHSAO TH-Td NVdS aaAl NHno 3ro j0 vm Ho a io ~~=rA o. m°A g`c_'i ~v^_ i~ vnov m ' may n'c^°v°~o3 ~o~`S lno -mloH OO$.2ow Oq'c^ ZO ',9 q 2. 00 -W ; OoegN Om"'°_ a n'o~o Z0 V1 vu onm o0 o,vo a, 5- Shc'on ma a ' 5 o W oo £ No_ w v y o 4N °g gn I:>C) V lfr g-0 38 r? e`o,m o«wm oc TMc°~~I'o 9 oe4 w ~'o a m a N' m m v- D H0 m~` =m aQ, o NZO O Zp 3_ ' v c', g in o~^w nrv o~ Z' n y e ° mr E v~F sm F N 3 F°3c = 05 = w ` v°~'"o°3,~°I'oN m p-nl~ Z`"~'o n ' o m _ ~o v 6n o$ o 00 nv °n m H,- Q oo- nN rva--m' ° nnoms ~w co _-'mqN°5$o -ID y na . °l m A Q $ ? °S o a o n - o o m' 3'^ 3 aw n°-°a cn'~ ' ~D n mQ o no m Nod o e vin °p>>o'"_'~ V ' d rv _ _ N M n H H H H A r b m L' t0 H A H O O q H O O b O M H q m C X M H 0 C b z H 3 M q C z O O H A 3 M n In 3 v Z C n q 0 M H ro,M M m M m Y M r n n H H N 'A H M 'tl b m u x 5 5 z ni n n y H b H' n q H O H b fY O m A 5 T N H H P OJ OJ U) H Y a J 0 q g n A b tP C H Z Y W O H M N 1 1 m 1 O . H W W r H M b tl M mUI M P b O O H 11 (1 '.T. N N N N N Y 1 C O I H M m X k k k O O r 0,0 o m Y n x 3 N N< o y 1 b O Z CI m '2 a a W M A M H b X b "1 H '.tl n UI (/1 N N C' •D H n n N Y Y b F+ H H A ro M N N C W P 1+ N M P 'L Z f/1 M 1 I N m 3 O 'b 5 y O H 'y yG C D O m Z \ O Y r O'O O b O O b m N W V M M In m O C m m Y A w J O N H n N p M Z W b Y Y N Y F' N P .ro. m~ J ~O P P Y VI o; m o mo olll o b ae o oooM Y w J J 1 O p w N 1 Ll b S T. O v A q H '+I N M Y 3 O Y m O p I I 1 I I I I 1 I H 1 1 M H H C P N M m M n A Ll O 5 (1 M m m 3 A b b r m 0 ° w M m w n n H n J w H v W M O N N N N J Y~ Y H n ~Y a W W W N J 'O W O O J N J H Z r W y H H Y1 J J J .m P~ Wa W H P N W W W M M M m O m N L N H H n EI W N W O P W N J H 01 k S A m P> W N 3 N P Y J N n C O M m P a N P O W J UI J O N k H H H H H 5 n n (1 n n A" H an N m N M b I O I O - W Y 1 O N N Y m (J J w r M \ 11 II Ill O O N J b UI Y VI CV q w W m Y J P N Z A N O N Y O VI O VI P O m O H A P H N I N W N N I 3 p H E N a W Y I)1 N Y !A Y T J z H N Ill P W N O O J N N N H I tl 1 W w Co I+ J Z m N H O O on O N Y O N O VI O ow Ol b X Y k 5 N O O 1 O a m A H Tn M M O n m q N H Ll 'U T m 9 N CI r tl N H xm Ar KO r ..rrr a . M Z H H q b n q b+ + t'' 2' I+ Y Y P N W N H m 2 M H A q H r O r K b ^2[• m k 0 0 0 0 0 o Y K M H n ro M 0 H + r m r Y H.,. m o o W m J o 0 0 A O r H w A z r M 1 YYOOO WPPM ze czi l .qi~0 YTOr~ o - Y M A O n b A II +1 'p W W N N O a a W 'U ~o 'D m N A O m N r O O O O O O O O q N J W O Z H "1 11 II 0 0 0 0 0 0 0 0 11 N a q H P A IJ .P m O 0 P O C m 1 3 Y I^ P > V1 ' X X X X Y Y Yi }1 y m M N N W a O N N N N P N Ql 01 N Y W dP M M W P~ N O O H U A H 0 0 0 0 0 0 0 0 N M M H m '0 H O ^ w I O O O O O O O O O M H H n H k~ H U H W 5 O m N N A 0 ro M P n f5 n n n N n O 'tl '0 M M H 'tl n O M H H H H H • H X m M q '.tl I+ H H A A b A A O A O 'M 'ro M ro n x w ro q W N H H H H~~ H~ K H M A w A A A A d J ,b N •A A '4' % O ro m z j J P VI iP W N Y O w VI .'L q q '0 O •-I x H 5 Y T tl A m n H H m W i%ph 11154 S o z r M g H o A o r r m m e o A A 1 f (.}w K, b n r M 3 M C m r m w H Z C C H M r M N m O N 4 H 5 C Y 1 n N N O m ' T,+'n`°:^.vl YL-"•S" N O M m O H M N M Cl O b O m m P ObMzmxH W ZZHAIM a Z 3 H m n m . W LrM;r; ,.l t"tl HH~ Hr HfHO OOHOWM • yl Y q A H O O X C Z M w n 3 tn_ #5p M'3 T- - r C Z A q O b M w Z r v H T q 4rv --~~Ti `l`.ll,, N 41 C H O M 3 P M H M m O Z i Y IJ t ? •":•_,Y ~l 'r m m A m r 0 M n A 1% C 5 "L' "I'O'w,, c p O r m C O H Z H C M H M 0 M O N N q O H S 0 O Lt v q T \t \"!\(`~i^ 3^,~,.i•'i`~ A' A H OH O m o b O H M Z H q A W C O C%I, i M g H q x m£ O b N }I N N J • H X H O O O O w b w O N N ~•'~/M N O m O H A M n A C q z x H 5 0 H K 0 0 v m % (fit r r .qi °c n 1 n Y yy w H L,) / Z 2I ~MSQNIM OSHOD ~Hl WHd fl 58680W ds z ?i2lUN SOT S014HHHgA0 TH-Td MVdS HdIS NH[la b m P N W N 'n~bFco~3A~~CJ N m o ~d ~m o °no m o~ _o o$ o m o= =-nn"mao? <p ~32x.'~a n°- n 3 ZO -^1 oa #BNoo 06 m'q nn N~~ ~°o wn m o o c empo'n_og3ao_.~N ow 8 2 n3cino_o', _Z Ox V1` 0 :E.-m=~~-<°°.85° NpN N c rvb ^-o 3 m _Z 2: A 0 o"- rv luna3, n m °a , _ v" _m _ = > c m c n' ° _ _ A oo°a - RXX do~ ' c v " mrvn m UL ? H~o d'`-' mm-m66 ac°- ~ .pZO Oy 2~~ o no o ga m ~ IS m m 2 m ° ^ ~p~ NOr -n~• J a Z O E'" £ ~3 a £ n3 v° g3c nd °m 2~ T b-I~ J g z- n " o o - a O__ _ N c o _ n e o O O O 'N" m o 3 n 6? rv b O o w o _ _ _ moo`". N o n io o a °o_ _ ° n,o H b m n'~ ° m m_ a v o~= o to Y 4 m H m H r H r a r r E m H a q H C O H O O a m H b I•I C M w q 0 C a ro H 3 ro b C O O N ro 3 n m a ro z c to N a ro b C w H ro M M to r M 0 r n n H m a H M b b m J m b A S S X n n b H A b N N H Y e+ m O H O b 0 m 5 5 r H b H n b A A M C H m b N N M N H A n O b A M a b N 2 M W W r N b M 1 I V H O O `L 1 I n 3 m N N N N I9 Y N H M C n H M m k% k k N tJ C a J m% S A O O O M H n X 3 I I H N O n m H P .P > Ja M ~0 a O Y b y 1.r O H• a n N W UI W r •O M bP Y H Y Y b Y H H a '0 •0 •U •0 4 W P Y N M P X X N M 1 1 1 1 3 O o l p a b 4 H b~ W z i, cy J m ,b O O O b O O C M M N W N N A N N n ^ H n V) N W n n W N H T X N Y by x8 5 H E P M C N Y Y~ N O b J J H N ~",t VA J O P O W Ij H O b dQ O O O '9 r F, P X Ti m N P O• N b r O I+ M O ^1 b b m Y 3 S O O d a r+ r Y m O M ^1 S n 3 M H t+ I rrbr m r r m r M r M rl It n n n u It II a r o a n m lJ A II '9 Y Y N Y N O H M N r J W P N m Y J a z W A Y P W O N H n r r II I O W b b H W N g W ro N J N J n O H H L H H 3 O n n^ Y_ H m. M 5 r N N W bw•o MbnwMAnxnom k NIXM n>< b 0 H •n ° H I I I A m N \ .b \ H S b v b H W 2 b M P It n 11 n m m ~ n a oc. on ' a N N Y Y •'>'i m N W W Ja Y 5 N N N b Y W H W J N O O H O O H H O O P P 1 1 O O w w I I - Y Y Y Y 4 H Y. CI M M b m yF YF y! .'d V N H G] ro S m V N W N Y H M 5 H la-I b b n b' Y J. Y I+ I+ Y P W N N N H Y N X '0 H A Y H O N F+ O O O O O O P P K A n N M O J O N N O N J O O O O? V O r N A X I N O O O H O O N O O ~O W M X C X H t'1 4] O m N W W W N P N W W W P q O N W b O M H 2 k b m A O O O O O O O O O O O H b N J w X •.1 P' p O O O O O O O O O O O N A I I N 0 n P OA k k k% k k k Y o a m o P n M b m . N. . A. N Z M Y W dQ ro M W H O O O O O O O O O O O M N ro ro N„ ro H O O O O O O O O O O O O M H H n k z H LA W N S a ro ro 0 0 0 0 0 0 0 0 P L O '0 'O M M H P P H H H H H H H H N% M M b a H a a a a a a a a P b m~ a A M 'O n W OW M 0 0 „ n n n n n n W n Y Y N M H H Y Y ' H H H H H H • H K a Y Y A a A A a s P Iv VI vl H a s Z C, a W N H O ~ W S b X H 5 O a m n H H N I/ /I O X O a O r r m M C O a A + ~ ry n C ?1 r b m m H X C 4 $ y 5 n N N O H r T m N lflt Q\ Norm 0 NMXZbaAM ~Z F) 2 a r H O m X 3 H m W W ,}.+m`J.YAy~ H H H N O O O O N M S / YY //~I D~~G.:..::• F~ ~'e r 4 0 0 M W X r b H S b ~fU W 9p C!T+a J•) N M 3W M H M MO X 1 H I U O: J~.1 ^_I r N r m M n A 1/+ C O O 0 O O H 5 H H C M H H W W p F b M b n H X H m O n N b Ew y b 0 O X n O N A 2 n O P O b b y w E O o A N b N W 0 0 0 .A. W p w v x° H>< No a M na a H K r I rGIV N c2i TMao OSH~ :HI ANWZd SCHOW as g GOr SONVHUZAO TH-Ta NVdS 2aa1 NVnb x F a~w - - I LONG N83° O//2.. ISLAND SOU n~o 74' e 4482002 NO 2 0 . 4 *ALp9gqgRRO~ O f. L0~7Ee~J~gK ROX m TOE OF Top 0 4S LOCFSL LION 66~ \ • (6 ° ~r S/IS/SATE F oei°`e w ~ 00 4' G SU/LO SET /N G• A8 SHJWC~ LINE 01 'A Uri "AFRO 0 A On OR SAO ` . F (0n ~~eY ye e+• .°'eee'`0a't~ mss. (0 ° n °v r O' X04 ILP ao ° O O k4 0 490 r0 IV n ~ O J s.790122p„w. N.79°1220re f r 50' RIGHT 450.00, tP S. 7 i P, TO, W WAY (P K. l-T. , , m_. on °o; '0 now Or GNo o.~ y~ \o formerly Nino Stevens o; 0 4\1\ 8 o 'a 0 D a3°~5y~ OREGON ROA s. NOTE: 1. LOCATION OF DIRT ROADWAY Zy~2 WITHIN THE RIGHT OF WAY IS NOT SHOWN HEREON. SURVEY FOR JAN. 4, 1993 LOUIS C. CORSO a LUBA CORSO NOV. 23, 1992 NOV. 17, 1992 NOV. 13, 1992 OCT. 23, 1992 AT CUTCHOGUE DATE: SEPT 23,1992 TOWN OF, SOUTHOLD SCALE I" = loo' SUFFOLK COUNTY, NEW YORK NO. 92 - 0818 *UNAUTHORIZED ALTERATION OR ADDITION TO THIS CERTIFIED TO : SURVEY R A VIOLATION OF SECTION 7209 OF THY LOUIS C. CORSO NEW. YORK STATE EDUCATION LAW _ *COPIES OF THIS SURVEY NOT SEARING THE LAND LUBA CO SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL FIDELI NAC NOT BE CONSIDERED TO BE A VALID TRUE COPY /y *GUARANTEES INDICATED HEREON SHALL RUN ONLY TO (T 0 I - THE PERSON FOR WHOM THE SURVEY IS PREPARED \ HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERN- 0) V G MENTAL AGENCY AND LENDING INSTITUTION LISTED R NEAREST WATER STAIN MI. _ RSOURCE OF BWIATCK'PRIVATE -PUBLIC _ HEREON, AND TO THE ASSIGNEES OF THE LENDING M KWF CO. TAKM P DIST'IDOO SECTIONO83 A 2 LOT, IQB EES ARE NOT TRANSFERABLE NTHERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION. TIONAL OUAARA NTTEES ARE OR SUBSEQUENT ; OTHER THAN THOSE SHOWN HEREON, OWNERS ao N THE WATER SUPPLY AND SEWAGE AGE DISPOSAL SYSTEM FOR THIS RESIDENCE *DISTANCES SHOWN HEREON FROM PROPERTY LIMAS WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT TO EXISTING STRUCTURES ARE FOR A SPECIFIC CT ,Cl Of HEALTH SERVICES. PURPOSE AND ARE NOT TO BE USED TO ESTABLISH ii X5$9 APPLICANT, PROPERTY LINES OR FOR THE ERECTION OF FEPI CES LAND S,VR~ ADDRESS 400 OSTRANDER ,EL. YORUNG a YOUNG R RHEAD$ NEWAYORK E NOTE.- 4 =STAKE AREA= 72589 S; ALDEN W.YOUNG,PROFESSIONAL ENGINEER RE: LOT NO.4 MINOR SUBDIVISION NINA STEVENS" AND LAND SURVEYOR N.Y.S. LICENSE NO. 12845 ELEVATIONS SHOWN THUS: Cs9.o) ARE REFERENCED TO NGVD(MSL 1929). HOWARD W.YOUNG LAND SURVEYOR NTXE LOCATCNOFWFLL(W),KPTICTANK(ST)SCESSPOOLS(CF)SHOWN HEREON N.Y. S. LICENSE NO}45893 - ARE FROM FIELD OBfEWATIONS ANO OR DATA OBTAINED FROM OTHERS BRANDIS.& SONS INC. 1046 ~pNp P&_ E_NOTE ISLAND Sanitary syttern is not to be \ ,y83oolh pia! under driveway area. 9 SOUND .6, Ne2 Sp \ HT' L,N 92. ;P' E'. (H_WgigEO 9pgKPX @0~~ - _ `-Tf~f ASP OF BLUE S/ISjy2TE0 OV _ ~0 `A -HE C684) mm -TO N. sa~37 WW, 0 t IE WO"B. r 7 'fL O OU14.01 A576ACG r Q• SHOW OL IHE 9 Y4 j ,JOR 3LEDIy~~N y~ 0 (69.T) ~'O. I (66.5) '\L '7 i Ste. PR ITAW 7 L LOLAIIOM OF HOUSE c, •tD•~-' - gAr.IIYARY SVSY@M Z 5 6, to v O 00 S 66 O n tD a O p O^ , l~ 0 _ 1 \r'y cn¢av= 0 3 PROPO5E7 VRW15WAY k-T Ip~ S D 61 / E/ \ PeoPOSD7 "r a) WELL 0/ i 1161 0'' : A S.7g°-/2 04 CSTg) N.79 50' 59 RIGHT, ~ 450.00' Lr S. 2~ NS\ 79e1 OrW KAY p 9 91~ $ ~iCy~ wA now or former 7EST HOLE 58 Ole 9n 2p 17. (vgCgNNina Stevens ' o s TEST HOLE 1 7 LO \ 0 \ LOAM 0.0 7O O \\\.O SAND ZS G O y SILT 5.6 "•C' 77 SAND ~ n~ 1 GRAVEL G'G \i~ IT.o' N 9~ f a Ii~~~ A10 NOTE: S• OZ ° I. LOCATION OF DIRT ROADWAY Z~J• Z. WITHIN THE RIGHT OF WAY IS NOT SHOWN HEREON c Z SURVEY FOR SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LOUIS C. CORSO & LUBA CORSO NOV. 13, 1992 OCT. 23, 1992 AT CUTCHOGUE DATE: FOR APPROVAL OF CONSTRUCTION ONLY SEPT. 23,1992 TOWN OF SOUTHOLD SCALE I" = loo' DATE « M REF. No. -SC3 SUFFOLK COUNTY, NEW YORK NO. 92 - 0818 N WIAU THORIZ EO ALTERATION OR ADDITION TO THIS x SURVEY O A VIOLATION OF SECYION 7209 OF THE G I APPROVED NEW YORK STATE EDUCATION LAW ~yy N E_ W *COPIES OF THIS SURVEY NOT SEARING THE LAND d IVJ~~ y SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL Q *GUARANTEES NDICATEDB HEREON SMALLERUNPONLY TO w HEALTH DEPARTMENT -DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SUURVEY IS PREPARED co AND ON N NEAREST WAIA M MAIN M . _ N SOURCE OF WATER PRIVATE 2 I.O-PUBLIC MENTAL HAGENCY ANDTLEND NG INSTITUT ON LIISTED O N ftRF CO. TA%MA? olfiTaoO SEC 7foN 083 HACK SLTe_ lOT• 10.8 HEREON, AND TO THE ASSIGNEES OF THE LENDING *THERE ARE HD DWELLII/SS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION. GUARANTEES-ARE NOT TRANSFERABLE i OTHER THAN THOSE SHOWN HEREON. 70 ADDITIONAL INSTITUTIONS OR SUBSEQUENT 4 R THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE OWNERS <j 45893 WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT NDI'ETAMCE! SHOWN HEREON FROM PROPERTY LINES C)~ v TOEXISTIN6 STRUCTURES ARE FOR A SPECIFIC Of HEALTH SERVICES. ^ - PURPOSE AND ARE NOT TO BE USED TO ESTABLISH SFDLAND APPLICANT, 7Z~?.C(~ Wi.S-~;NV PROPERTY LINES OR FOR THE ERECTION OF FENCESp ADDRESS NEW1fOR AVENUE aL/r 7 TEL. •~~P YOUNG & YOUNG 400 OSTRANDER NOTE; C~ RE: =STAKE AREA= .F ALDEN W. YOUNG, PROFESSIONAL ENGINEER l7 IS 11 U 1~ ~ny~ RE LOT N0.4 MINOR SUBDIVISION VISION NINA STEVEN9 AND LAND SURVEYOR N.YS.UCENSE N0.12845 ELEVATIONS SHOWN THUS:(se.o) ARE REFERENCED TO y~y (yy~ NGVD(MSL 1929). HOWARD W. YOUNG LAND SURVEYOR (4 *THE LOCATMM OF WELL(W),SEPTIC TANK(BT)BCESfPOOLS(CP) SHAWN HEREON N.Y.S. LICENSE N0F.45893 NOV 6 1706 ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS , r BRANDIS A SONS 1NG. 1046 SLOG. DEPT. TOWN OF SOUTHOLD ,,uF OiX COUNTY DEPARTMENT OF HEALTH SERVICES SINGLE FAMILY DWELLING ONLY Approval of C"WITUoted Waft LONG ~S Drlnj _o N.S. R#I. No_ qo2 s 0 9s• \ .830, LAND The and orator s teo~lttee 0J2' SOUND C!!- ; :c^n been big endfor 79.8 N. E2 `b ND cG)al ~ t?ep ant or ot1w agenda TIE .9 200-t. arsd found to be wMadmy. ANBO OOG TERM RO ~X `a. c. 9/IS/y2 \ StW= ` A. Costa, P.E., Chief m TOE DF Ofte of Water and Wastewrater Mana mmnt NW j BLUEF I ' SL U TOP OF - LU Q / 9/15/92TED ON / v/ A O O4 ~ t' ---1-~ x.78°27'~W. / 2. 0` ~'1e O.Bs~•t. I / 7 Z of 11 gDUILDI O wp 0 n S SH WG LINE 0 FRPPG QGP v~ MINOR SLBDIVN PROVE, (9 Z^ \10\0 Poop `o . G ,io.. 45 gPtC VP SETBACK LINE 7 /gSS"~ ~a 40 ,e ~qt 9gPA$ yO P00~~ N .L COJPCV\ ~ ` O,IS tf H96 c ~ ¢^'S SEE INSET cPI 0 s m. Q FO O Lp ' Y. oM5 Y' '0d,~ 0 00 aAt ,SPHA L) INSET AO it mss- ` I " = 30' r. N o q, ~ O^ ^ 4 I ~ Y(( \ 0l 7902,8 N. 79012,20" ,.W e. 50' RIGHT 415 00, cP gP 70 2 S.7901 0"- OF, WAY v' y 0 J 5 7 5 ~.t^ °o. '~,o now or & o formerly Nino Stevens o, 0 0070 ~01, ^t 7 Y 7 ,SFp ' ((7 /~1 o6G •~,o yFAiH°F`/ Fs ~o\5yo pREGON ROAD s~ NOT LOCATION OF DIRT ROADWAY 25 OZ WITHIN THE RIGHT OF WAY IS NOT SHOWN HEREON AUG. 16 ,1993 JUN. 30 1993 1993 24, SURVEY FOR / MAR. LOUIS C. CORSO 8 LUBA CORSO ~Z S SS JAN. 4 4, , 1993 NOV- 17, 1992 NOV. 13, (992 OCT. 23, 1992 AT CUTCHOGUE DATE SEPT. 23,1992 TOWN OF SOUTHOLD SCALE I" = loo' SUFFOLK COUNTY, NEW YORK NO. 92-0818 M UNAUTHORIZED ALTERATION OR ADDITION TO THIS CERTIFIED TO SURVEY 15 A VIOLATION OF SECTION 7209 OF TH' LOUIS C ' NEW YORK STATE EDUCATION LAW *COPIES OF THIS SURVEY NOT BEARING THE LAND LU SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALL F I LE NOT BE CONSIDERED TO BE A VALID TRUE COPY M GUARANTEES INDICATED HEREON SMALL RUM ONLY TO W 2 HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON MIS BEHALF TO THE TITLE COMPANY, GOVERN- R MEANEST WATER STAIN MI.I *SOURCE Of WATER: PRIVATE s PUBLIC MENTAL AGENCY AND LENDING INSTITUTION LISTED (1~ N SUFF CO. TAXMAP DISTIOO SECTION083 BLOCK 02 LOT lQB HEREON, AND TO THE ASSIGNEES OF THE LENDING RTNERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION GUARANTEES ARE MOT TRANSFERABLE OTHER THAN THOSE SHOWN HEREON. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT , OWNERS N THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE *DISTANCES SHOWN HEREON FROM PROPERTY LIMOS WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT TO EXISTING STRUCTURES ARE FOR A SPECIFIC Of HEALTH SERVICES. PURPOSE AND ARE NOT TO BE USED TO ESTABLISH 458CS6 APPLICANT' PROPERTY LINES OR FOR THE ERECTION OF FENCESF s~03 ADDRESS TEL YOUNG 84 YOUNG RIVERHEOSTRANDER AD, NEW YORK NOTE: A =STAKE FOUND AREA = 72589S.F. RE: LOT NO.4 MINOR SUBDIVISION " NINA STEVENS" ALDEN W. YOUNG, PROFESSIONAL ENGINEER AND LAND SURVEYOR N.Y.S. LICENSE N0.12845 HOWARD W. YOUNG, LAND SURVEYOR M THE LOCATION OF WELL(W),SEPTIC TANK(ST)B CESSPOOLS(CP) SHOWN 1-111014 N.Y. S. LICENSE N0!45893 ARE FROM FIELD OBSERVATIONS MID OR DATA OBTAINED FROM OTHERS B RANDIS & SONS INC. IG46 iieY'2 O1. ITS bLL6b .'.n Yn u f ' b ~IU~F4 G~R/+AE FaEAVY DUrY o¢ 1~ IMIN, LaLVJNC CA`~tll}+,~ 1'IMPK. hiu?2' MAx. tv G,enDE °Q ct1iMN6Y~ I't. , .4 .4 sFVrr. tW~ bUMMY L. P ~ b~ hio APRO~En ~i L. LEpt-NiNr~ doMk }+xN-L,~~ IIJV~5~.10' -,F Y 1µV+57,o1 PiK 9 INCi 1~'"~ 't~alu.U.S~DI V. PPROVED 7rulc ~ 4~X.N.C.i L~'C.N INCA P~1. YI ri :a a. LFP.OW +i PAL Y+ 1(n r+ ' UIUU yap piA APP~EV I.EpC.II ~UL, P, C. LEPCNIFIla POOLS Poo N3 lL 13 ar' Fxb _ ~cN~r~Aric sA ram s-r5-rE ~e µo SG4LE u aEOn- rP ~ 5 q8° 531 oa"g 570,48' 4 V x h , \ s ~ \ o N ^ rw' R I ~opos~ wE~L ~ ~5~ sp5cl 1'7 rRVC Jo i ro' faP rYaN 00 45 Z~t L-F oil, 1. LAVE Narueai. (9-1 1 / \ \ s C-) CLEOq ,a- 12' 61P.&'j..~. d 1`~0 . • N \ ~r. - OIL 7eIV~WFaY .44 ON A m o S I ` ~0 P y~y~ ~ 0 CEO A ? OUP \ + ee i~~ I~ ~I T ft~ rest wpi 2s q'INo,a C.PAµ Lu1K 'Rpj ICES / 12~i4rrm . Lec j...K-C.ILSIf-IL-l N q8°44'~uw (r8 Cr8 !iS (o0 64 5C1,3S CLEAR 'PO 5' 5C,1, 3S' e2- Y Rr/C-1I NC., OCCUPANCY OR color srr--eL- Rowtie, otN si pCh USE it UNLAWFUL Rev ea L , 6orH sIPCh NGOWtubinpNused WITHOUT CERTIFICATE forvoter m vibutin° OF OCCUPANCY Spagn plono Mall be 3/g G24vpL Sr *441 we,5 eauu w-, Pow4ez 2.o11-ED ~fLNMKgLan a AfifrEtClVkDAS NOt'ED 40 0 s DOTE: 1~_LL~3.6.6 qI•~n~,as of n a ~e ~ • c ®oe a 014 PC Milo 45ffl4L:rr_ oO 3k"'t~,etw E.L. PR. 01~ ~j I L/~ ^,_SGALCI.UL~Y~1l~Li~ - NOTIFY SWLOI iG, DEPARTMENT AT °p PC- 7-5o A5Fl4AUn(- ~Jyl. E, I ~ a rf~D ~On ALL /LLMNIK WIKIK ;GE-'i RfTe .`NI Tie ,I Ho FOR THE Vy ~M10y~. C>TOME. 5LE+'D t5A9E lD16T 1000 iMM~I{/rwll~e FOLLTWV Inrse: c~lalels ,tff;j . d WGK of 1S1rLKM01rC0Ywr r Fc tOV'_',.c:00 " u,,eD REOUIREO IVWPR RAU.6D ~v LvT 104 FOPPF-:URPDrO CFUE - - - 2 RO'LIGH,'- :-Pd N]tNC ;0 PLUMBING - AL.-, eITT, $ 6v9VEY wFoOleMA1'IoN TraKFaJ-FKZpM SvRVEY yy~ FiPatul "P'RUCTION N'fU^oT . G`gtEREU ^RC9r rQ'?.. ; I' v~ Alzw &Y You,16 O Y uw& w%ejscG SUWVEYVK.S p~ IJVSk+4a ADS NY yl~„,- NYS IJCNo. 12885 mom ' 3. i Ni ILA~iN!8y BE C041 E T F FoR t:.r). ' @~ p1GK Fgoo rF~,J ' 'S-`'};n,, qY, r- A-7GR.ovrp --4K-r, aYT. 4F 4Ao-y. 9 N - Do r. ALL CON"~TRLICTION SHALL MEET •.n: 9URVkX ~O(t'- S6hll1-4RY SYSTFJ'1, PLUMBER CERTIFICATION STATE CONSTRUCTION & F FORE ENERGY C••I~AV l~,? VICI\J~~/~{AY ON LEAD CONTENT BE CODES. NOT RESPONSIBLE FOR J~WAY r Fredrick E:rcolino • MICnnSCrs•urslcn5ns [II)'I (6lllayclo poll, poll Jolle[son i1°. NY CERTIFICATE OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS I-tD SG41.8, 610-020:55AA 11116 fj' J8951 ~,E 1n1cI Urewn: ?ovlslons: SOLDER USED IN WATER OF NEW yO S 11-IIP~2' 1?-1-192 SUPPLY SYSTEM CANNOT Iho ccl ll4. hacked: EXCEED 2110 OF 1% LEAD. C' 7 1- I I ar tlr 2~r. 9.9.E 7b;:,,'. r - - Q ~ u I_ - .r - r - r - . - - - - - - - - °OVF-e PI'N7 J--4 PU22J Iles 1 - PJ 12! p' / - - - T s'I"EP Y~rU I. TU - ICCL (11IMNN:Y *1/2" white tinish cuat•with " 9 r~ marble dust *1/2 scratch coat 7. ~llD ~I,-II'Io' t / C2) 2x Y7 FW',W ~4 + y -7/r 17EGK FIEK r 1332 *lo" bZOP 6,IkbClG,CU+ (TYP) *yalvaoize lath , 1 4, PC, 44' *CuncreLe block chimney ` ~ I I E ;g C 1_ _ - ' ( COLIC. -,rev, i„I/Wwri TU F-UM. a QJliL *3/4" CDX fir plywood r r 1 ~LIUNCe T. PIL=Ph O~ L-V'•I.y lTYF1 5 y r - - - - \ CLLEJ-;j' WALL subflooI T&G, glued with J~ I_ _ _ _I I PL 4000, gales. nails 9" I~I N I~I ~ JI - - I - + I'•4°rlq' ~'C, Cd.lal'I~l ply 7 I I - - *2 X 12 floor joists @ spacing W/ 1'-0' <2 0" ptts 3'0' a to 6EU .l GIRaPk. (Tyr) ' q[~ - as per plan S Q1 ry9, u s~ 1" 'v a *1 X 3 cross bridging @ e RL'I-~~2 6'-0" OC maximum al I n 'd,~ c>«Ir T Q I,~„"a'-4Pa Go~Jrtw e *Frreblock over all girders I + PIP2W/2o''514' rlt -r PIER n 1''rIJ' tQpP 610tQ, CLA (IYF') 3'b YyELow (nPAPP. ~p~y~~/ 23 ~~'1-q S \ and hearing walls z I I I l u ~I 0 ~ ' p 5 L 1 I.)/F2 C31PIFa.> >CncEP eau Y 'r?a¢ per. 21-1' 23 IF 1/ly LEt6e(< m sT'CF' FrG _ Tvw~ a to -9 s rl'-'r- 'CI N eb`c TYP SILL - - - - - r--T - *(4) 2 x 6 sill plate, CCA - *ls e shield r *Sills sealer =o r - - - ~ 5>20" PG, RFS tYP, -lL -CTY-rf) eC-T 14 *11211 dia. X 16" long d I .4 N PIF:F. = r d ~ N ~ Zwb CCP IL'o,c 9 _P i O i ' II\` ' 1< 1< PLLMP To vneo ,Q~ anchor bolts @ S' 0" oc + Ny 1 a' td' bELK t~F,~ I ' I I couc. d a ~ maximum Calt. CoHPALrF_P - - T TYP 9'0" HIGH FOUNDATION ' ~ ~ CL~-!aµ FII-l, W~4 MIL Vrb p ~ ~ ~ V`Y~ P~EdM PGr.k~1' M *10" poured concrete Clio I4 W h r • onP - pH PGY I L - _ i - - - - a*):P FWC~ foundation wall Ids *'Karnak' over 20 mil , f PItC.I-I SLA6 err to vcb2 1.6 a 16, Polyethylene cover, a 'Nevarstal' or equal, on i R - w one coat of foundation 1* i u to y!o' C'K v ~T. ' + ~ 3 0 ~ ~ eYP ap ~ w 1.-(G G~I~La2 SI.Ca r,> _ 1^ asphalt primer by 'Karnak' rl 1~~ pad y t~ a c -4D Cy' `J.9u Z w r 1 - - - i iil UL y~ y I' SAUNA' N '43WRY; t - * 9'LL ~n *1'-8"W X 10" N poured - - - _ p 0 - k dS Ip; concrete footing, with W, T 2 X 4 key. Step footings G h R WOOD r 3 IV:2H maximum. All footings ~ ~ d I y F.O. Y, Ni~ n and piers to bear on virgin iff 3 '~J sail W/2 tons /sf minimum 1"Yp ~r6CACi Pub-14L1. ~L -4' ld' -S I - _ _ i. x`11 I W I J ~9 I bearing capacity, Contractor a F¢ 51 to verify bearing capacity I cJat P,cr arc., I I No zw J MI 2 2 xl P.L. Fill 2 Z J I / (A W I W131h 4 SWP (rYP p -k-p 0 Prior to construction and to notify architect of any . I 1_II m Irb14 Id 0, L~ - 3 a9 _ discrepancies. Bottom of all a a %2x12, Fr ~q' I uNL~Ti Nor ED) : W e 12'oc., . o G.T. P 9 foundations, footings and piers to be 31-011 N I I SOUNDSNIT CT. ~ I x i I ALL WAI.!s ° - I ,laa. m OF ml-~s API - TT'P CELLAR LAB I I 1 'i TYP. APJ, e vFS . F I'.I, 5 ' *4" poured concrete slab with O 6 X 6 10/10 WWM *4 mil vapor barrier *4 minimum clean, compacted 1YP rxrPH PKr ~fi I r s ..n un es (3) FJ ~ I ~ - UA E F. ~ ~ fuY,H muc _ f .Jr. r ~ LTi.'cw 7c.o.o.R t'u*vr of f i l l tom/ r ~ q F4' 1'•Lb^Y[I -7c.o,p,g n' I *211, R-10 insulation board - " I wa~ttz nvdt Hrc rL~ at rlea~zrW vwa 2.2 ~16 w at entry ' a I I z G,T. - ZKV ¢ lu'0.o W&LL R.c>:>~ 41, 4CA _ 'PYP GARAGE 5LAil O ( \ ~ ~ ~ +14 d Yx Rg I t9 0 *4" poured concrete slab with 6 X 6 10/10 WWM, pitch1 _ pJWfvw POW slab 4" to door n u v~nurFZ @_e1c~ e LL I -Y.a. rap 1 e woos . f"-- ZKI2 ~J n I *9" clean, compacted fill TYP STEEL COLUMN ~ ~ r J11 t~Y ~ s': 110' KT4 O - g6 U ij 44" T- T-31/2 dia. SWP (Standard ° Weight Pipe) column - 2°.1w1° y II *2'-0" X 21-011 X 1'-0" deep I Pc cru W poured concrete footing PROP sub I" u - VE21f'( WIPRLI4'_ -j 131F7 © "I (typ. unless noted) 1 u 7 0 TYP DECK PIER T /si•fo r FL PP41W ~u N pc, FTG, *11-4" x 1'-4" P.C. pier 64L YKE. '7 4-,Mw I V P I' ~C., L•dF elev. as noted,bottom min. o casr~QYa~LL I I" 3'-0" below grade. Provide (2) 12. y- n - anchor bolts, space as noted r" FT PC.FY~ gg I ~'o N - 1 g 3 - ; Fy V P2¢ iH (TYP) (TTP) TYP EXTERIOR COLU" v *1611 rill. white Dryvit or egna3 g *Structural column an nnled vLOat 1 X9A``~Q 7 TYP COLUMN PIER ' *1'-0 X 4'-4" Her on 1 Y57 W 477 2'-0" X -4" footing, LLV~ SD I r-- -I'-4'' -a _T min .3'-0" below gra'le " 2*1s ~r r 1 11 7 r 0 (3)fl - elev as noted. Provide (3) anchor bolts y i ~o ~ cl I + J - _ V aw v n _ i t, 1'YP WOOD DECK _ 1 14 Y1 W p a Q s *5/4" x 6" clear red decking, ,I O OC.o P.f 14 ~Q 99 nails, tightly spaced. T ( r CCA decking as noted w/C(.A solid blocking at 81-0" 0c, .I I ~ 'x11 F1 T r PD - jtYF' I-1014S&-- F41D WALL WALL `J maximum. Galt'. me l.a) corner tor I'I` kH PKI' % e at all flush cniulrct l onf9. r I I ~ i maa 10,1 , it7P) 1/2" dia. X 4" gals. laq I I I I I I I I O bolts at hailer, 2'-011 11r'; s Lagger 111911 allri low _ 'ol w LIDUIJ~~~( / - - - - - - - - - - - i. I o cV eL I ~ ° ~ a I _ arcs u TYP PIPE RAIL _ *J 1/2" dia. hrunhrll ~ 4" one FJa~~ _ I_ I 4' P.C.L_1/6v6-10/10W~jk 04 f a 01 5 aluminum pipe rail, H1nV11o w coF-1PactVP Ct,r-AI-L I`ILt... 95% o -~I 'Conner:torail' or equal { N n N I ,4 ll{J~xanya ~y (rYP) I as corgPncrlo~ f Kap, ~Lcrr r 1 LV 1,3-( ~k~~EK k'• d rLt' t1.9, 9fl ParLf~ 4~ LouK I- - ~ N sl I~ - nWNER - Sc.4l.E- q4'=j'-p'I 'fL GLA~f q';~J _ ~ S S ro ri, p~ P c 14 _"TrM g. c= {r./ 4yY b WTIPKT, 9 Sul R I vs _ y Y I G Al? hrT 9 I -4 ' pap -o OK E ACS Y6rts ~O 3b N IY of a `2 e CD~~ r i- ' k f L fLArt Tc 6e A-~~• OQ eGd11AL - 41 P kr..• E' W:1rILrt~> Fri tk _ A I` Mi-- tvvt L L= j! j * cUtc o~~.~ µY d ° r _ t, FIG E~-2-7" srgr sr 15852 I I - - - -LL~l~K~4vo_t~D G-IARPtr~E - r- tr,E , I ' 1 P ATP OF NEW y04` -'i I , Fredrick (=rIS 1 L AI ICI111 EC IS Uf SIGIGIV IEIIS _l Tit~ta v TAIL „ ZS o '''r - iUU 1 11. Uir Ic Palh -N -ter 5111 92.0 S544 Pad Jclle~sml M., IIY Iq b o 5'-4 -B- s'-4 ~ V,-Z 12'-l0 117,6 I _ '1/O taln Ulawn: Ilevlsione: - - u 4,-A ' 115 ' p 11-IIv~Z ~ 12-I-q2 TAL 0 Piejed 11,, Checked, 7E I TYL' ROOFK w4s1opF& CEI'Lx'Rt39,.,,,*IKO Chateau N25 -roof shingles *150 building felt (provide 754; 2 layers of 15M building LI cy(q yi,8n y(~u 3.g„ 3(V G'-d' 9-0•lo . Yelt with slopes of less than 41"in-12", as per manufacturer's specifications *1/2" CDX plywood sheathing *2 X 10 RR @ 16" OC, 'hurricanes t o ~ ~ 6 IL4 11 'L'i° I I$ _ Lie, each RR , LOLr OLb [pl,, - L0. Lp,(3R E. (a" MCK= *6" fiberglass batt , u insulation, R-22. ' DN4" - d rt *i/2" gypsum board TYp ROOF W/ATTIC *I_KO'Chatsau N25,roof-sbingles ~ I .y'~aw ~ ~ 5 ~ ~ T• s~ EL• a3 ~r~ - *151 Building ,felt (provide yy I N aN p g ' ~ ~ +66.5 ~ Q ~n y 2~layers'pf 15" building ~G ~i I q LOGA71pN N n 3 a Y felt with slopes less than 'C. D• 4" in 12*, ae per manufacturer's 41, NDING fSTEP3 I _ I1~ ZKb62K~16"a zi S 1 ~~oD p~K 1 specifications lJNf7EpAI}- lhiD r' GT c 'OG I ? b 5-ECfKI~ I~ Im x62 cii~iaoc Eortl`7`7 UuE of 7=4°K_W_ _ _I_ g~ *1/.2" CBX plywood sheathing p *F X'lO,RR @ 16" OC, hurricane tie: AR 0 3'2"'OC ~l _ - GLC¢55 PawiE~ ~ TarG PoN5g7 cgcp~ U 3rcGF-------- W/ - *dollar ties as noted on ZxIO1ZR cIG`OC ~n wp p ry W~ Y WP PW-4 AWVF- plan Zx 4GT e48'aG , ANN Uk' ec0 Mo (+-t'P,1 ..`F?~It o~ Fjlox t- - - - - - - - - - - - *ceiling joists, as noted on ZxlZ CI c 16"OC gar/W 6'-3~g'AhF kuar-aw ~cGdG Fcx 5.541-(b. 3KH 51UD5 = IZ"oG.6PLL?oN E W LN7Erl' MD OK r-K AEn/E - plan ay -4 "a b_tt-PU6T-c(~A we/mwMN *10" fiberglass Batt, mn KAiaT"5' insulation, R-30 J i1 (212 10 W/31' - 1E N NZ 112K8JZ W/ _ (212~tSJ5-aI SWt -w/45)?-8v/ (LI1.!2r.5W/ IO' !DF a 5KS CcM VOL 49' i'c ASG ~ ks,1 1Ll Kg tcnrcm (21 I/V' 7"6S IL a14T. m UUb Assp wc4xumN P i a J _KAN.t= -*(3- U6, *1/2" gypsum boaIId: A.LaM LDR a =a_ m» ~cxzr~Fwe _ - cK-f3Ci.J.WEL1)2K8J5- wwbaw ~Drz. (m,DECSicECF- Typ WE DECK d N KL>oH WG PL~IC aE i+- - - - - _ 31 _r/_e xla AtoVe od 3" rYV. *5/4 X 6,clear cedar wood,.' ldp N ~I !d N i 7@ WKf DIPAIN KC(t. decking, 9B nails . ~I m N ~cl DRAW ccR , Q- N ,O _ *514 X 4 wood sleepers, CCA ' ;rro ~I 9 @ 18.", oc N _ I uw-OF WP4L.Apovc N N N~ -Yhur~E~G"K c~G4.lE E -Lm FROM -LM FF4M *Protection mat,, by Trocal r V Lva ,794,~a 8 O QW wcw¢r~z~r~~nE~ Q•10 U3-; W- rrrx_ABdM1!E- *Mechanically f'astened single G /SAC, -ry~V z . I ' AJ ~ - ~ H2J 2KW LE~4?<, E~+T TJ NFLL•,T~CO bJ V NFLL.,T6W C) ply roofing. -60 mil'. Trocal 4"P.. r,pSGLOFe, DOO R xlo - 9-60.. Install as per mfr. 5/8" T y /I Y X GWS p. LL WALLS tLLG. d- 3) 2..0 u. ~ ro) 2x 12 3)2i2n.. ® I ~ =y C3 O -N 7 specifications. Run Trocal Q O 6 flashing up the wall 18" I NSUL. ALL WA"-.$ W/ R-13~ o m - min. Install Trog4^1"metal GLG, w/ t;-Iq W~ w 4 ~ a _c qo0" LO N ChFj 29 O' ~E. I ~}i Dn pan flashing, under door NTS3F,) ALL FIRS-PM1OOF _o 78~~ *Microform sl'i'p sheet *3/4" exterior plywood' xF , aF y ,eLO c~wr F~ CoNSr• AS FOrk = subiloor, T & 0 ~IIr N N.Y.S. GODS , 2x12 FJ WX 70 OH pvm--4, (?,II ® -r rzH TYP * ASCIA SOFFIT >-7 *eeamleee aluminum ogee gutter, white 17 ~ MI[Rp-u1M IG' d~'DRYVIt° _ ~ OIN t7P, ~p aI D1 p . *1 X 4 cleakp,*ed,"cedar, fascia ,,Wn 9 9 ,S 1.. II, T GOL, ON SLU9. trim i~3 I4 ~Q7~al aewE 5-rONE G4r a 4 3'd' =o *1 X 6 T5[ G •clear' rad: .ca•der, soffit, weave!cPxnets°,,SS~,.naile r:. N *1"• black vinyl. Cont. soffit went ~9 Y ~ uEnera, MAFaLP \r ML~u _ (black back, Oeinit all, visible ' s• GRAVFI- 'DRIV~~ 3T(e 9~ 3 n~ framing), - ae j IV 4LR(iWM'E E Q a P .t ~'r 14 P. . Itil~ Z-0 9cu VLR ~L. ~X - - *k WOOD SIM NAW e ~ 3~~D ~ ~q' N = paruM FL +70.z4) e OF, *1 X 6 clear red cedar, bevA'lled ' a,_a~l 2a'"i° I siding with`'4j' aiposure, 0 V qq G N 0.:. © N 'le"ft weaved and Caulkad"ah the J~II 461 ? corners, 8s •Tlail . q, ,l y ,Y i J 0 IE E. ELF *'Tyvak' aiiStyEilkrdtion f' pil 13tF7 ~v~ ,y f c M~. r- I .x s O ...I be Ci` - - r $ 1,/„ 3.1 " CDX. plywood ~`shadthi ncj, posh , FOR, l/1" llJ78KfOK C~,~[_1 S1 Q =y 1' wiL 14p' sheathing, as :per V Eo/]. e m / _ 'A 2x12 ~11"O~G. I 3~4."~ Sumi-kr, P-_Y%( (ar.: section, B-B *2 X 6 stud's t 14^ 'OC ® - EACkf' SIDE. co~rraAt w/.5n=xXm~ P-~' ~ CP > O O _ 6" flberglass batt FIA115H + M -WLYA Ed..E. M `t -insulation, 8719 ` *1/2" gypsum board ' V 64 t 1 ~.OD..~ ~1 (p I (312.ro O 1 I I-- . ~ s et~ It - C(213K12_ s$a, = R c•r • "P. F ) 1 £ ` 2-) 3x12 0 10"o.a. _ AFJ D N YfCP C2lRN b"EA bN. I AJ" I ra- i 4t ~ /nlw v 1 (l4 ILA - G CANT tNp t b' d m Nrs d d ~ 1 ~ II°GRB. (ox) N 9 hBV. M p \ - - WOOD WDOD I 1 b fu ` - Llts ape a,p MA o ` - i im n ~5 E.L.. 1'-0° (eue FLI I~ o kt 2x12® li O.G.., J` 24d u 'y J~ _ m O 4v1 a ,I I - CZ)2°*IZ W~3/~~xI II~J'IL'IC ~ a~ n~ I -3 C 9.Y1 n ~ a I ° w~~rE 2 Q~G~OS i am I e i ~I M y I YQ II2~~ YII°S1 fZl2><12 i n _ _ °P~YVIT"Lf44 I/21' YII°S0.W. r® - ~ lJ ~ _ t? OL 46 4~"CGP fY? rage s ~t V O O W 4 4ICGP fr~Ji EtA a 7 04 ET rsE~ow O O MbloKgi P ()'12"8J51~yr(b)2~ * (212<81J9 w/031Dx8 GN 2tU6 Gib ~2ac)e6 a.4 Q\ v4OLK5,Of. Ok RK O 49' k~ ELEG ky ELEG G'T. j DN 3r.ID~F~ 3x8 c IZ"GY., BFLLI a't.f FEsW1E TO UN GEIC`:/PC OV" , avGlS - _ C3)2v, of KK A96v /JzvE r `o `~jEpEO ARCh C)a 2.K. ~~G N ERA fry, , I 6' i5a. P s4.,l,00 (zz- rzsfi r Loop, pL4,1. OI'' `~lOI'Cawaw-.4ECVE-4 n-r*Ul'tC~ CiLUESTON~ Sr 1585'1• P~ ~ " vz' -9 ~ ~ I ,fie t r- te a-~ O _ qTP OF NO 1 7H3 N z pi a All H w GoL Cu1'Gl oG+ I.l-Y W I F.redrift Ercatino N - Imo' M~crorccTS•urslGN~iYS^. fool muicittio PA, _ PoilclsollSlo,NY WL41 Ip w sls •U2U SAN 1. - IG' FL- - I'-oh IA 78 t4 IL~~-92-" Ur d. alll'19t' lliajecl No. C11lcked: - o=, I NT5 { r n 2510" 1411-u" I~ ,'d' Zo'fi pO'.b 39• d ro4-o ,_p 45. si,o, a ^IIL-Y ^ly r.0 rp" ror 3tD tun ylp" loLlc Re-t-1 ~p - v ~ I 2°.161~f PIh4~ - 1111'14f.' oaJ* . 2• Z°Y 13'A}~ pll~~- 'y. G 5G r . II 1".Ic"JVV PIPF- Q ~ 2 P~I2 4 z3. o8.1'/s play k+/rn.a tm +~ne ~J~• . II AfAY E'; 6ELY~VEV [nUV» 8•o INstpLlt° AY CoI.N'C AW 9P•fa -k2lsr i.u 5.G• : , II pAIK 2-e.t'o: PIfle _ ~A-s can srocs ~TwIN 1 W ~27YR'iwlyf ;Q 1*n . t_. iH SYI ~~b ~1 GY Q11~4r NI ~g NI Y~ NI Fib _ N f- ryp 'y~ Ww- FIL ,GF PWMC w/eon S.t_.. N 'J°vl.P'rI r'I META' CL, the YrJ~ A.AC61. 6 . p TkQ. FF. OR L FWMt WVzLf ~wNvc ¢'°+.R i~N ~~N h11~"~ IU~N Tina `s Rrt; ~Va - n)~ Irp xOZ w{ }-N xl x1 ,iTj~" II•,-dLgw H~-t , Of-V?- _ OF N ~ y.~~k ,w•~11A~~ N hNF I~ _ ~ NI p .1G' „ `y~Fk "n~ - paLL wH5 IIEIIA. _ 3d si JaRI t+l .a Z6 I s' JaR N 3R-w, ~ 13 I cuvelw9Nr ~r iu IIO scow u "F- PL"a 'FI7~ RML . G:L" MIDI f l ~L~L4918o5 3° 8°kl aEVe U As 15,0, 141 aLfy n c cap tWP 'pw~ . WAmsv WELL - EE ' T'* FL F / 'o 1S° PIPE UIL j' PIPE UIL _ N m g W II7 II ~CX j' 'Ai it25gJi pw(aww ba °r1 ~1 y m 7~C„e;, a m -N O n~7r0 O s C5 7_+~ Cz1~ / ~ `5 yl S-,O 22 a 14" YI,G. 44 ~i~ QXI/Gr•!4~ '~MW B•Ya•NI/1'II: I tJ N14 ' J (2) Z%12 11°.' mm PL. 1 '"faP I~kKE1 8'-I'oFF 2x °v cY' 0.b" o.G,CI6-o"Lo . '9 (~.l l?90 Q g (a faF.~ y:,4^ FAIF 2-F8°rl°/4' k NIA ul{IT"M {~N ZL"50EF_Ii. - ~ -6 CT- c IGY oc h pRDPB E6 U. Pe.TA L.) 1 i2'-d NG 1 o i1-n ~ 1 11 f u N ~ wl n . sqz PRCN Il 10 y}-o W 14 0 F ~I O \ I \ A O ~ LIOEqOW pwb W-.t § o y MuLI. {IFU~S 10 A 18A a ~ 'AI,'V1~~2°~ raIC,GOli6 V.I.eKI Y tc?rre'I•Nt~ Qa1~ m ~ ~ `':x \ o i N fi " a ~V'uDWbl OlLtl - PLAN ~~2" t~Ul la y' d ~ v WD, -,0 4 .r h ~Q Q ~ ~I r~ t i~D ~1fa33665 9Scb9 rl'/4 W/ 12 boFK dt v N r4.,s4Wµ pC-eW 18 r7° ° r~ Cµ at ~l N t I, a4 12x1° f'JQ 1~'~1 N ° ANr? 1 DWG,d3~5 -r.a- ~Y N F \ v1 4~~ G. R.. 9~ G V \Ny p ~9 ' t~ ,r / J - CaLNn nLW Pn ,LN DU4 PA rwk 53505 3-VfD% 3~ \ I k W/ Woov W, e'. 4kov em, zee PeWL ~0~ ~iq d q r,l I S N/ 9 ~.•2`vl~ .I'/4 ~I~ °L w r.P.A., CMI p otom r+onG rvmftc 'RW sLLPPUEVIA.°•1 lunru,~fa b{ cait¢adroa, I ti{~ m - - Ir I ~ % 6 Y '0 9 F S k ° 'y.9 O pITW 5/12 YIY `0 C v Ik y CT, Ir.'x a 2 (EI2x10 O 0 44 wNT OdK- 2 cg l~+' PINS ve21FY NePUnne N/ ~~i ,~¢cN~r Acr, MAstj~2 p2. , +111-10! 1db" I.rj ' ~ ~ R4 Y \ Hotel ~SLG P-I-E.VAtl oll I - C5 WD. h1-. 10 ' FD2 Na+bl4.LCw li NI IL 'y M O ~ Q%IOK c 4"QG ~I ~l c7' S s~11.1 ~ , xt11 Q,Ip41E HII[nH) 1 5MW .r MI . - R =p L:5 MI R _9 o ^ q w 2viC To? '-Id APf k T-Id' Afi k ~ 3"LB M1eRnR -r / Zr 1 I ~ ~.'ro N N - S ~ 3'° 5:.' l0 9'n° 3b,. aY. - 3'ti~ +a 14~H Ie+T. '~m`I • II~ ~ ~~aYr ,vv 1'1 P~- ullll' S MSG, ~I 0 4w~- - - y1 At rkR Wfs COOS E e I~ 1 lsrswox J1- Qr2 cT: per, DM-44+4 E N cr: pL, 2~4 YO WG ~L "s / ' / WP.PL. X311 I C:~~~ur 2~~ o1lb~es~W ~Ql 9~1~ p~1111. 11Y\pR~~L'- m / J ° 3I l3 t • - v- ~ w SIt x' - H 1 0~ 1 ~ N 9 1' f Z~w kR Iv"o~ / r OIL r4j G,.3'G~' I~ i Ilk to ° GW14~ < CM,I r - C d d 5 214 ~ y CWIS-3 O s) Iyy".u'ahu. ZI nE V 3~ . W 52 114 WD F1-. 11 CWI4-3 II ~ ~ ~ gg a . b ~ ~g 7YP.114t(•roL, p d~ ~ l-IICL, "J 11 C145 II _ a Fb ° ~ = i v F~ I~ -q 2xlo c s Q II.^oe, 1u p I ~ I w ~ ~ ~ ~ _ - P~+1xnoN N W i } kti Y n.. i. al x k' u_A oa II CIq.S _3 I o r - hFF IvEn.IL .i~ il4P. l~• 8 •D NNW NCB 6 I~~ L 1 ~1 n d I tl s A 4 ' i l to lu 11~-0u d b" 4 5'•z' Ids", ~p h G35 II ~ I ~ I~ (31 I°?4" r9Yy" NLdoff IIVR ~ , ~ A a.°~ i 2x to ® ,N . I 'I C 2tr-2 h CnuT (3> 2x10, T°Pm "I'-lo"AFF / - -1~ I i lc /lop ~ B''-I"ArF 5k Lsn{lt, MEO r'NL - 5F - 12 ~KI~RnM~ 3 w4" AuI~E~sE~ N r z - / 1 a I, I I d - a S y~.l~ i 2,< 'm°ICac 17 +1251.1 asp tK6,5J~1~' 4N VV-M)3. alUH1.1' - g II 3'x5' a ue~Gr~S n<rr.r? o 14 d 6 IM~ fLf dl ¢ew/4il 211' kI~L°EJ.JAY 9 9oq>J 24" StOPf°. NONDo aRwW z,.ft I a a'e'N 16 a iw I ' 3 e~wl2"°a3 W V I~ ear Iy II 3°x`~ ' 5~~. ~ I l HIptN --F L4411- to ~r~«M 1 `~N ~ Ni r~ kl 3'HN ~ I Le I 12ox'Oly II MaKIA PmP. 6Ml 1,4 D h o I1ax5e I, Wii'ru or WAIT r0, ffi N3 F I~yO' ~~yy "-Ida$ NIf~° d3~ 9 r raTCU FAV'~ 6FJ.OW y tJ N,Imi^k YNIf Nk N+-vK' N }Q I- K~ Z Nl3 I p _D r S~GOI-11~ ~LC~o2 PL41~ 0, LL 2°, 2" W~~IN otH °F LWIY TO "ar pLtx ACMow LCW,u Cs L. ,/HCTC.11 IV IPA / MInj j woes gel°IJ K~~~IKe/+ME caslC..lrn I ~ ~ 1 =rd 7.G I p.1SrP~iar e I '12+1 - I urw lW9f S 2 .1, w 19 U C xl~ p Wlptl of aulY Yo mk fr,4 WI UOW 6,Mvw n^ II luo K4~ II SEE ELEV. II n n I ~l, 1.0 :f ArXe- WALL --vil_ 11.L V, J4l4fAWax E D A ARC/!) 21 pL~ic I rRA.HL TkJAJAW4 FIFO HbMERF n ZEt f-I"FOZ d1k&E J ~I^ 1 T F Vr6 ~p8 ER Q Off, . . 22 GJkY~G11Yi' 2-2~'~~ p~~ MI1Ll-_LLI-IIrS t redricks Ercokina 23 ~pr,E++r 2813 a~n€~s~ti 1 + Y A ICIII IECiS • DCSIGIIEIIS 4 , - ~ I - 00.1 IdL Pail, hurl, JefLlLbmr Stir; !y 1r?`5~~ 2 1-U" lilb 8 15952 y GIU 4 LT 2~0 ~IId4 , Dfaml ^ y' Ilbvlalaud: * 2V1-1~ 0,'.o" ~ , lalo qd No. CheGkeJ: ~ 7 a .R'1 S ly,,. .f^, ,:'S> F~' P9F 1 k5q 1, + ' ~f, a ors S t,1`'k'K t"! ,b IIi - 114 1 c IkiY I a. I W 1 a - P r 7 F - wo;- „ t-,, , 1. i , ut ; t«rr,lW i. 7~k.+~ i { t 'Sr kl~ d,o 7 w t r k r - t s r k ?r r ~ J h J, t + d { Fr j" P ~`u, 11 ¢ - r 0 t' / ~ + r J ,,.i , + t{8w a;G i 3 { I, Y~ 1N'4 1 , ' t el 'R ~ ,p r x it , v ° ~ v~r 1 '@ F~ t'fr k"'t 3, ~1, 4w j iYxl~1+~WTtr' ~ . 1, t' I) °~rf t"l~r t j+J 7 4r ? ai " h+~ li X4 51 r ? f t+ h't,¢ a + t i R',.Y t, r a . 4 ( t y °n~~ at{{} { ~1i fh fi7 3 e ' i Ft eY .rv + y do a kr' k11 CTIoN S f ~r 9,t, § t Y 'F s c 1 . e u ~~rr. nd Ir 3 k t iJ ~t r,ycd k!~ t?t x a~-,fit ~r.irr '1 R"A yr Is, , 1 9p ~,~Rry~gitw U ,5k ~ ,~sy F `i1 `ii-~r~JF5,~Y1"R Vy " 's d ~ '}~~e i , t , t a + ° d x , Yn r~ 1 l ~ Pt v 1~ 't' J.~ Slhl~,~y~p -1 y 1 i 7 ~ yy , . ~ -A5P'H?L?'SkltlbL~a? q«~4 f©:~ll. a ~i' ` l n ` FI~ L' ' <<, l P Irv'. 1{. Y J i'kd t 4" ~t tt t k' f , ' a4 1Jit ;`+~,~'P 1 ~ n , 1 "yry r t t. AF7 sdnstructton kOrk'sdtall oomPiY wttii.kha Mew Ypl < AIk? 9F'oGE 04 , Q B`Utiding Cons:tructloq, G'04s and with khe, peyuiramen, Peyuiraman'ts oP tho"` ? '1 ~ p ,.,pf~ v ; ' luirem6hPa 01 al,p s,.;;. a i.Yt C= Shel~fJhind 'aelxf It."~-6'k'~ p1-yt.,,Sp6na:'Tt iq 11dexl*,24/0. t (ADMIT 1N31UG• 22,pp /I.(a ~ ae~ %avpr6inq, d'epartlaotYks! al reap' as the r¢hulrgmnnf5' e NldyYls 'yl' orQ, paYij paxeT Y;d index ..a 2410." JAL' J~L'rr ~I~nv~ JTvr 4it h1o I;iltjes 5Al315dictip`Yi: L' 4 I ~ State Fnergy Co aservagi,odt' Truss ote 'I FI LM Q(al 61,61 2 All •work_ shall; wdmPly';Wlkin tile New York State Energy k n I.AJ. CodY': r . 9''J n s 1.1 g1,ass~U~ 32 IZ- n A. Windows. sliding, glass' doors--a „ M1 Y1°uS,S manufacturer shall 4} frespon$ible for, the design , 3 r o.og2 . a; . v!P, (714rI Up ass-U. - 32ma>(.., P "end {ahriea'ttph of al) wobd"ift 6 11es, connectors, a, r•,.I 1 brtd'ging, and br4'ciag as may•'he required to exceed ai1,New Ba7 bast'nf his Knowledge, the York Siate SuY7dipg Cnde ragvireme;nts'and the design suu pl N.ic.I IJ iG 'I I ~ ~ rl I 5W .1 i x u ` ©5 Br, The erchitect,cdrtifRes they All 'th>; 6e5t`nP hi ,En'erIgy te, En'er"~gy CopserJatibn Cute. - I loads, included, herein. 1 ' ~IYP,R~F~NoATfIG~ drawings sonform,Ro the Njoa+,Ygrk 51'dte , C."t4 sha,1.1-ba.~lthpl.::c4n4;pad.t.gP;c..s,a.a.pnn#,.fSt1..I.G 4~G4bB+f~-«ta1•Y+M1,41'le', " ' r1" ih 17v i t:' 311 0.r) T'rus's des' ign lead's 1hh~~~ 1 I 1 -FGO, { - „ file g+ yarn,dW.tyl1P~"+i~".alW,u~Mwt".W 1~"a "J 4ad+~bn .Roof' TL 30 P.S.F. 1{vii'Joa.d -LJA ~ ~ - r~N 45 rA. A4 1 a r~r~El.e-kanFrI+W~-^as~yiogµi~ne+4~Lq~.~w«@wM1i44mg^l - t G r4 - „ to P'.S.F. dead 1oad to,7'2 degrees F. 70 ..to) fly 0d' '110 P.S.F. dead' lgad" - - - - 6 ~ ei e I I iY 1 ~i. VI x~ i - L5, i ILl1 0.~1 0.(eI Il,t All thermostat' seC,b4ngs 3h511 be 45 to 7p, degr. '50P.`S;F Total hoed' - ow ~~q degrees F for not 4 Yng,. « • LsAv iNzm 6o co I Isu ~~V! 938 2u8 - iccG max. setting,. "lst Fl •7,C. 40 P;5«f. 11pe„load . 2nd F4 10 P.5J dead 'Ioad c.o. s. 3' c,o fy"(,w,~ p,q~ 0,45 E. All domestic hot water 141 degrees F. max. set _ J ~~5 FILM O Yol O.LI F. Insulate all ducts' and piping..,as required by c lui red by cod A. aC 1 P S.r, dead load St~ T.19""P. Toatal' Load _ - etc . shall be caulked And K1T'G11EN ' i- I-- G. All windows, doors, sill;,,, openfnfl5, nte. steal 11a Idfftettion all~;truegea 1/460 of clear span " K u° sR ;or i1 sli 5~ 1 I 1 w I yr,n. I -Hiw- M1E1614Ta>"U" C).0 37 weathe rstrIpped. ,Iwp o~ul F.G c,O,op. tr•,. , H. Provide 'a single station smoke detecting syst+ :ting system adjacent C ,ypnui`'a1--turar to submit truss shop drawings approved I oo, K•9 ~1OP CV OP p C p F•~, fu S. e L 'Iv (Iv 'QMk a... I - - to sleeping areas as required by code. fe. I ~u % 4Y ra'New York Sfat9- Ltcl . p.~Cxfor ihe archt tact's. m 1YF CAL, r,"F' Vlf A11 IG :e with the state Lode. `L ,aop.roval'„before 'faR iiaat;i'aq. 'The'archl'tect's.ap0raval _ 3. This'pvo,lect:shal,l be built pn pccerdance with tfi, ngs, Type 5'0'~cpnstructign'. ;pf truS$ shop dr4W ngs she'll be for architectural pg1.ITRY/I,Aal1eKY appl~table to a a. ana two fa~m111y dwellings, Type ! - cogforme.nca only.! 4, Architect not responsible for,superVisian of tons in of tonstructlon, A,onQ.di I, - cbuk,rieiormUs,t: viirifq: all d11me,n'sio4s and conditli nd condttlonlt•bef;01' ?ham cnatraetor shall In4t41trusses as per the d O.°a ~1tN1 0.17 011 - consCrue'tlon'or fabritat1toh. 'Architect not,respai nok,responsi4le' far, any ~aatq)faepy,rar ,#.'sp.erifig4ti'orls.. No trades shall' be tal9' Wad io gilt. rdrill -eig,twithout the Written ~nN I rn e.~( s~^sr bh^I 1 ^?i ep+ppw~l off the trusA manpfa¢turer, p W40D.:5t171fJ(p' Q,!'JJ ~.°~i - chr as without PMior',notI tcatign, 5+t ~~LTM O.oG 0:0~' 0 6' 0'nocple' Uratl'inge- PLYWdoh O. X03 0"IrI O t ¢ ~ r flt:g)atietne ~xb traotdd dv Year ~cn. ~L LI III-ICS CD'P&ATr INt4L: 11.OU (PX1:14 6. The" 'archilect 5'hehl bk raspg~'s9ble for the contpti the'cootent of these drb,ol,ials r ' '.m T t'.{tp 6J.pj 0.45 0.45 6,41'. lie shell, no' Nb`q held bsponsibl=e fqr any, .T for any'. materials,, ~r a ,Ft Trt(6p~a,5 Prior po fa.hriyaillo1t,~the' sup:plioi, sh4ll suibgit Flo ~,.-GA~~ ' 'dpel n 4Mta o rtified'b~ A flx,Y x licenead ang-i;'nper to 'tie _ p 0'6'b workmagchi p,, mepds n'7'method;, of tan E' t,ructioa', uctioa,'. The ardhitkct shell or io.staltatian ;gf ma te'p,i'al§ bu,fl lh~,~lepkl i`9ren t° for apltllovgt 14aX114441 def.:; of 1/46,0 of spa-n y x 1 npti be held; rospohg hb for: ithe design or i'nstil'l t.> 'r :^r ZI'.8d 9:9j>, r eh4'equtgmen Mr, e'4~ga¢rtc+al, plum 61 n0 heattn'g.. heating VeAtilatin0 air a Wet&i4(EI?,1011 v. 0.51 _ 4otiditipaiIItg'nr aWly,q'ystem;ficit speeii;pi'catl~r ctin,tb a I ,J1lStY{D1p~l,,f~7{d4 at'.a11 extl~y., cornaHs an,under Beanls d lly ctirvta"9ned 1A the was °.I ti,daAB't 1 %4 .opt` ~pui4ale~tYt apd N ` • s of d ion dw s, _ Gbp~, U = 0 05 g f1re~to P. o c 'ma%~.I be'W,aensupper t5. 1' « PIF.A1.kJGLi~' 'COBF Cp11I'l1ANCE 'I I D. .1 a iym, 1 X ri aq',in C as" trOJO mfg x r ~IirtbitabAa SO Qexcept kitah Cept kitghen5 s~gali haYP~i,'P 'h _[Avin M p qp oe." nxtursl 114bt' A4A4 to MY of. the f 0'r area. area'. d"1.tiri~^?kihl l^+h~!Irlek, I ~ , I "k y I I , ' .-'4,!&zPLYWOGb o* aq~:} P VpnttlaIt an Nequrements' 4 ~4 E_..._- aa° ACS' 1114 AIte6ltabie ppsce,"jaxcept kitchens aad 6athr'ooms f bathrooms $ haj} lhave rta{'umei<` li}1, , ',rya a. If equdl" to m 6f floor:are44 or :mac a4'. or:mechanfc01 ventitptlon r L r!*tl,,•pktgflo~ i{o4Ks to,~fel"wolnMaaitedn. All nails galvenixed .Co 2%m W9ul(~°R7]`~t 19,38?~~ provtdi ig (x) ai ahingee per hoer: Intka.1 vep'ti1,0,tio ! 3'trg4, tIHa1 Metal conne'tkdwa ra" rAquirad for all 'flu'sh `(<14ebenk is abo" or U a.1 'Vent stri µral '1664 eariy•inq codditiont• r 231E 171G,' C Batpraom's a;t abeve, or 2S rfm.plrch nlcebNellt i j, Inlceb',ge'nt114t)so'p ' ' l 1 'N' ,,+7.fd ,ii'e do111i1a heaQers, and,trlldn rs ¦iall'-stair and floor 6pienAA WitupdeA a11'ptrA is a'nA,0& ttons running Parallei N~4AU' ,o¢ ua 5 a tp ata~ rMfi plane. 8 tl~t fanc shpfj:4;xb%ujt'.d'lrectl to ektprior: exterior 'ine wall,.) r3 ,RMA~fngnsUlAl'oe and $heetiaatJll` _ dltR oe,ni'ngs,through the, zero of"line wall,.) P,. 'Min with a iatn dllpenf,iin ' 1I.AOL. 6) 3 S,eFondary,exits wiodowu) shall be'4 9.F,, 'Min wu .:,Obove'finished' floor L I -1 .1 0,92 D:~2.of LB"' and ,a mabn~0144 sill height pf,42r'1'pbove, M I.*. PILM 0 ri+eaa~ -A1V_ ePpGE 1.34 `lltyn Ilid~tip ttiyfl meet,Rh exceed coda standards - (fiber ylass & 2K 12 F~ 5 . Md!-yi eA rev, ` n1pr Nf ia6r lu horrier).: C411" IWA-IL. 1 7.D©- I .3~. r I~"cw pp # M n° wl.th 'r ittai, : 9A, 1R'-361 ~ ~ 1 X Y X X X x = wdoV < ioll~ o,e5 0.85 4r,'Fadror~kSsrtor~,e~'Genage~~' 017- ~irl 1114 4p, 14 it 11956"OW633 rHrYa~h ~ 23.9 18.01 R ~ NI,~IbNTI;b'U°= 0.043, Ala'" 1r y. t'ICstl FLaoR cA ExRI~~~ CAE U. 0.05 e'"' kt.1+~ + !rl r i ~ - glass sliding dobrxfdel.l'~'hts and all gllazf,Kq I 1 q#aztBQ wlMIR it8n .1 p,f:,fltloT level h61' b.e i~hly". temp6,red iai'etx"91; Sat'atX.'91ass. OowiA ~t r d 9 h 5 'k ~ P1 1M1 Aor, R~PO lP~t4 t 71h rIbC*I heal thl, -"p - 60t, 0jaresf sh41 hR'~,a:11601'Yrdro9P!.tempBrAd,,'g1mrtis." 4A&101w•WV4 . a CiVi loagdY ~I~Tkq}t1'RAlta , P ~IyY~h+"yr FY taY4CKMO Q;N',~grI " r'r Pr Y yr~tl ti d~ fM1, It if pL Y gy 4; P y,H I~' 4r~ , tit,1",C"A>Gsla6 flgoreebbh 4v{l:n0 unit +ltl P.SF 4tl P.sf,, r{ry~ E1'dU•Ll~11 L4" 9FQnfblai t0 ~laM'lldq~YflriC Code 1 t { gip!!` ' i' ~y t'' It', YwS.. W4 i!Y'0.1~M~4.C5.Nrdbd t$1C0, t °t it r, 44ora9'~S arras '+yPla s#er'aAe Yn .,trusses•Imec6<, ,as,~7 Q'•ov ''4~ - only.. lSeS meCild 1114a1 4GC459 'Y .'"r Ys4s IC " x t q G~'YnaiblFY~ t apPlQKed $mQke dA~kCfiors ad9acent'to Medrb'oms } HIV VAIbK gdFW ' 9: `14azimam fl'aiee spread ra ttn on a14 Lxit, we11 and t„ wa11 and te11'Vnd 1n1 kh class" "C" -off bett~l' 3r dM1,~.1 taM1PAGfFA ;haul be lua , t F ~ , ,'t' paU-~ ' I 2 d' 1,~ i% ! t C 10, Sllka type 9Ypsum,waii boa rd on all wal ls, app q 1 Wdlls, and C41,11 n95 9~ 93 N~xd~ ~ f m°VI M 'irr r t LAU~~LA~ ter room' ' _ f "rF S , elf 1 < KATtR1ALS~Afib 111STALLA110" S t ri' ~ ) !ti t~z o r w I,x r (CVW1 AI IGh! AKItA UrIIN Ub° 11t1~4NA) wTIF~t TP{~t t= U5~ V 1. '•Gete ~I~. t' t r I r,~ i g r t~# T ~Y 1 1~ ~.y' " f, n 1 t F' Yu ~x 1 ' n ' 4. G 4wt4& 2G4G A.e'i7 ~Llo 3 9 Y31rt tS~aSturh t~b4" 2 >CP 1 r iz At X1141' ( fv`rFl.~ ^1~ !r l4 Ide J 1 { h t ttt, V .x. n, M Ofw ~ { ey U'~ol 5 31 ~ t r7F'~ Y" a iL' r tip` Y 1 ~h ~ fWP n w ~sk~ dim C ^rk kM,R t yn ' , WWII ~ , ~1-nPEp 58J U.oa7 F3 G-3 vrfo-r~ee-- r 6 Orr wa is 3339 0,051 dreYu,. W _ t+ # •1 t~ d 4w'y n'. 6i J !L. bLAlINb ~~-t8tr:#''I'1"' M1, I F yJC 1 5 '-1 r{ r a t i wr 1~M , x S~ ~ ~,`Y, ' t' y Y r i !r w i n".' ~~rw~ ekYuc+urs 30 0158 -Ib Co''~ ' 1 F P r 1, Ty 'V , q t",,~! 1, "Y r n tt ~ bt EP '~Y ~ 1 fb Yfi~ 1~ l~V 31Y ~ ~ If P{} f' 4 ti I~lr etd 4L/ }f IY d ,v ~ 1 s 4~ ~~`§i nl h'el 4° ' ,d. Y y, ti G`=SEpED ARCy~r Q6 ,DK Eikoo Fol v+1~JWW3 1,475 O, 32 - 250 'x -4 D'.., d ~s 1 <x I h rtiy r ~w 1^~~ 'Af~ltrFf I 1 f~~{1 ! Ye' {u ~ t 4a~ 1 ~ 4F _ i x pV., a wik r,r rG i ,l pE1' }~f r tl ,~5 I r e r' k•' ~ I t~~` { x' f x _ Y 1 I~ !x yt q h '~f aYt Ikis Rp14Y-{b ' !jt ' L i~7 4 i E 1 r~"y a t !wr I' pf C r r, ,Nt Y Fredrick Ercolino ~ 1 0.645 ~1L+ ~ ` ~'"•1 "ale ~ Y' ",~~«Ai..'t~"~~~"'~.~'fi..''~i~rf'.~'~'''~+ •6. ' oJElt GEU•aZ 3 90 f'~ 't 1"1,t: f,l! r, d~Syrd fL rt„'~° Y t ~ ll.i iPf^n ~r'11 r"1. 1 ,~I t i nI f_ !~y r^F II i. i t"' r Yx 4 y~'.q rf fl fu .d, ~,r t '#~l tt: Y w~ I ~ r±<~4 °i~j .4~1' ~.~~ylt i" llk, i" n ° ly A{~;• Fr rr ;-11 - nnCI111 S uesicnr_ns vJeR;r?rat 4E) o.~~O 3 9aly pry ,~W~j~sl~e' al t(s "v'la'i $~',;i~`t ti ~ ''~•,Y, r, p' 1'{~ l 4 cyy ~ 1 1 2 ^,,1-n'" ~ ~,~~t'~ ,;l A ~'t r ldF „NY 14yy yyr 'Ad tv,? 1 h i E t' u I 5t' ' v , ~Y ' yf S a->„ ' 7. 4~1 ~ .d Y 2i f p 1 i t ¢ y~r ~ a~ t ~ ~ k \ n '00 1 11 UmyCe Nih Poll Jelle~san v a 1 r .q ! xx + ~ 1 n Iriah4l 1~ ~~~rh+1 ,1 S1 5r. rt " a a ~Vp~~r.: l5s52 1, ,ir, Inu-~snn uni~ USEU ~.y,~ 1`LA1NOur M y 4,f~" lS'' r~•; f Y! } r~+" f 1 x 4* ~ 1r 1 7 ~y - l„~, 1~A blr Uiavn: Ilevislons. fQ.EN~! ~~-OI2 Iz~ 12-1-~I2 ' 1"', L ti• R• ti,I~iA- - +11/ 04 s C S Wjxf f? '}x ~4 ~?i q1 r Y, AMF y 4 x F ~ A '.s rr'~. T~, 99'xflei ski " r'~~"p 1 tJI',.c ~1r A',I' ',{t~A Y11M,` 1 ~nA,~ i V a'~ccl lln, Checked: W1AGbW , V V, Yt { ~ ~4 r "R 11 ~gw i r_ µ ap t l1 _ tAs 7x'a dyi~' r Q y{~~,I Par`y„,~'~'~n> S. xG ;11- 1 y t*+` a• r'4e 1~{1 , 'I 'q 7 11'f +wb y W - { .1 Y Ik J'r: l , ',F +r'rW tx 4y'A n' y e q x E s j f l (•~~"n GA NIIAIC)fJl1d , ' ~ I + `T•r 4' 2r w I I~+r 1r , ~ jl.. y 8 `1, 1 ' TXF,ROOF WZALOPE CEILINGS *IKO Chateau 925 roof shingles *150 building felt (provide cIlIMNEY 2 layers of 159 building TTP Pmp vENt tell with slopes of less than 4" 11) 1211„ as per manufacturer'"s specifications *1/2" CDX plywood sheathing , *2 X 10 RR @ 16" OC, hurricane Lie each RR *6" fiberglass batt 11 insulation, R-22 *1/2" gypsum board TYP PcOrIuL Tyg ROOF W/ATTIC *IKO Chateau 925 roof shingles *159 building "felt (provide 2 layerb of 159 building felt with slopes less than i. 4" in 1211, as per manufacturer's specifications *F1/2" CDX plywood sheathing *2 X 10 HR @ 16" OC, hurricane - ~ 41lumW-4II tie RR @ 32" OC +TrP F SoFFMY' Fdr1A *Collar ties as noted'on ' ~Ekf PCYVR COLLLMI4 pLah *Ceiling joists as noted on o plan *10" fiberglass batt insulation, R-30 *1/2" gypsum board , TYF -PP DECK *5/4 X 6 clear cedar wood decking, SS nails *5/4 X 4 wood sleepers, CCA / @ 16" OC *Protection mat, by Trocal *Mechanically fastened single ply roofing. 60 mil. Trocal 5-60. Install as per mfr. I T specifications. Run Trocal flashing up the wall 18" 1Y P Fwr PIPF- PAIL min. Install Trocal metal - t`fP LF~P~R b G ltrElL B LLls7oNC - <4 ~ l pan flashing under door - - ~TYP *Microform slip sheet *3/4" exterior plywood aS ~ T I`'r FL .~-ybft-- ~~~ttt I. 5ubfluur, T d G m T TYp FASCIA AND SOFFIT *Seamless aluminum ogee gutter, o r r~ z white *1 X 4 clear red cedar fascia iP z S trim ~ ~ ~ I I I 'I I II r ~ / *1 X 6 Ts G clear red cedar L -1 soffit, weave corners, SS nails *1" black vinyl cont. soffit vent (black back paint all visible L- r-' framing) TYP WOOD SIDED WALL L - ~ 'ter F•tG, L _ _ ' *1 X 6 clear red cedar, beveled, l___._______-------- - _---_~---_i siding with 411','exposure, weaved and caulked at the - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ - - - _ _ _ - - - _ _ _ _ _ _ _ _ _ _ corners, SS nails *'Tyvek' air infiltration barrier *1/2" CDX plywood sheathing, lap sheathing as per f ` Section B-B Sr~c`D *2 X 6 studs @ 16" OC *61( fiberglass batt insulation, R-19 , *1/2" gypsum board iy Y STUCCO CHIMNEY *1/2" white finish coat with -r marble dust " *1/2 scratch coat *galvanize lath \ 3Concrete block chimney mvo canno *3/4-1 CDX fir plywood Ir~ subfloor TSG, glued with PL 4000, galv. nails i 9'oi t *2 X 12 floor joists @ spacing r x" w rxnre as per plan *1 X 3 Prose bridgkng @ 81-0" OC maximum *FIreblock over all girders 3'-o'ow ANc LE o~ GLE of ~ n W, HpoL•1 tb JAr 4DoL,4 tb NATLN - - T-M SILL Rcur pit--U. e ~P PIt'-U. 6UWD "t'CI' ~AFFIt - \ ITE and bearing wails *(4) 2 x 6 sill plate, CCA iCL, <,i4 W14 DF W14UX- k4U- *Termite shield _ *Sills sealer / *1/2" dia. X lb" long -ryP De'fvtr COL. anchor bolts @ 8' 0" oc ILL - - - - _ 1/1"O P~maximum S5,R4D ARpM'T - - K Qb~ P~G spa * e 01 M -s OF neM 40 II SOA'L~ GKnpe i/nn¢ ~wB yp~ I I I I I ! I I I ~ ON. POOL `0 T ~ i I I I I I I I I I I I I ~ I I ~ ~ I _ L rFrc - - - - - - - - - - - - - - - - - - -I- r~ I I I I I I Co2So 2~slac~ 'w g/ Frra r' r---- R GIli~N~Gl~l~- I.IY r r_Ir ------------------r-4 - A r - rEA ~rG - lvtZ14 MAX Fredrick Frcolino I t --~-L r/FT(r AIICI II IECIS• CESI014Ei15 - - - - - -4 F=Tti 500 -I n. SIMYCIe P8111 - pad Jenlleaa Sla.. 14Y Slli IM-5544 IV"i AC: blawR: ? W5161:1 X2'1'92 q G, 925'i ~n12lG ~lAei~i t. u TYP '0" HIGH FOUNDATION tton t 'I FUN -"MkI-I 'o N au_ 5Lv =µr--iHpJ 'o N *10" poured concrete Y I FILL -o -r rn N 4 foundation wall *'Karnak' over 20 mil nE N J Y hF D~TNI.. CMT, Wp J v Tn H +/N J z polyethylene cover, CJ~- OII 'Nevarstal' or equal, on N T5 one coat of foundation asphalt primer by 'Karnak' CKIGK~T ~STE!'PEG i~ PLA°iNltilb i ~51EI'PEG J6 *t'-8"W X 10" H poured concrete footing, with 2 X 4 key. Step footings ~I IV:2H maximum. All footings and piers to bear on virgin Cf soil W/2 tons /sf minimum $Y bearing capacity. Contractor to verify bearing capacity prior to construction and to notify architect of any discrepancies. Bottom of all foundations, footings and piers to be 31-0" CDIJYIIJ,Lp- ~F TYP CELLAR SLAB *4" poured concrete slab with 6 X 6 10/10 WWM *4 mil vapor barrier *4 minimum clean, compacted fill *2", R-10 insulation board -T4 All Ph at entry . TIP GARAGE SLAB , *4" poured concrete slab with 6 X 6 10/10 WWM, pitch slab 4" to door *4" clean, compacted fill I - T Ito &9XIf TYP STEEL COLUMN *3 1/2 dia. SWP (Standard Weight Pipe) column *2'-0" X 21-0" X 1'-0" deep 3a poured concrete footing (typ, unless noted) M -9 TYP DECK PIER *1'-4" x V-4" F.C. pier t lsr PL elev. as noted,bottom min. 3'-0" below grade. Provide (2) anchor bolts, space as noted %PF TYP EE)(TERIOR COLUMN I _ I II I I I I L _ _ _ I *16" dia. white Dryvit or equal pl 4 &RAM *Structural Column is noted I I I I I ~ I ~ pP~P ?I~(JI NCn r~plov-I ML:lA;oo' TYP COLUMN PIER - ~ I I I I I I + rl- I 4 *V-5 X 4'-4" pier on - ~r m 2'-0" X 5'-4" footing, IC - - - - - - - - Z/ FR. min 3'-0" below grade I I I 4 - - - - - - - + elev as noted. Provide I I I I,141E of PLaarep- 1-4 (3) anchor bolts I I I T0 WOOD DECK *5/4" x 6" clear reed decking, rL - -r--- rL SS nails, lightly ,spaced. ~---T 'CTS r- ~ P--- - - - -+-_a CCA decking as noted w/CCA solid blocking at 01-0" OC CMi' W4P t4 maximum. Galv, metal connectorr, at all flush connections. 112" dia. X 4" gals. l.ag bolts at nailer, ?'-0" or, stagger high and low Zi'UCCO TY PIPE RAIL *1 1/2" dia. hrunhed aluminum pipe rail, Blum', I ~ 'Connectorail' or equal - ~CPICKtz'T -rP RLbF V~NI tYP P-cnKIIJ C~ Lc. coPP~ - Co lJ nuUr- I220F UYP) ~r 77- I_- I I_ V'F L Sll6 ~i„ T/2"°FL, 5Lb.FL. ytSRED Ap,,H G yDK Eq Fc l o x ) 1~.. tYP Waco pEtK ..1•~ _ 0 15852 ,F 5U6 FL .rP OF ME`N SUP pup I I I I-- -I I I~ ~ r I I I ~ I l 9 I~-- I I I r-_, I c lt~oc il 4-Y II- II II I I I--- - - - -I I 1 1/ FTC, I I I I I r - T _ _ 1 r - .y~P i=airm ~tj Fredrick Ercolino ---~rt------ t i.i. r-- mlclinrcrs ur;~lcnens I, rt r-- ------i -rt r1 FrG rGUD I IL Ulryple 11.11, P..I J.11.11.11 Sill. ply 5I6 92U-5544 111 70 U;tlc: Ulawnt 11'evlslons: "Mrr~rl~a I- ~ WY 12-~lJ I„ i`m1ecl lln.. CheekoJ: ZS9 TYP WOOD SIDED WALL i *1 X 6 clear red cedar, beveled - 2u 10 RK c 14"04 siding with 9" exposure, weaved and caulked at the corners, SS nails *"1'yvek' air infiltration barrier *)/2" CDX plywood sheathing, 1Z ~ _ / 12 lap sheathing as per C2x4 GTc 3L"pG Section B-B 6"pyaT! IM9ULA'fICKy *2 X 6 studs @ 16" OC *6" fiberglass batt insulation, R-19 -HUIZAIGMIE TIE •L r~~ KK ON O~NN 51PE: ~ NU€1=1GNJE TE 2,4 GH PLAT, 54' _;VU 1 aR; 1=AU1F. t/gale e. wlv~ "1/211 gypsum board WJ6, N. L 10" PJO.7Y II.F~UV i1G1~i P-'30 x G G) c IG"GG, VRG4 5/1L - Fin Z.G _ - TYP STUCCO CHIMNEY rm ~G~ w/ °LGPK-0CEILfUb - OEAM ICJ T,E To r,` 25L aV ~i "1/211 white finish coat with it ZKG CT: ellrq ()C'ii 'RE Kj ~2.x 10 CJ .Im OG 'ANVWt'{nLL (N'fGr {1 I'- 10' A marble dust Zx lO fC2 ~ pG" u~ A ~A5P . LONG - m, *1/2 i6 cratch coat *galvanize lath bb MA b Z ~ CJ G 16'oc, I7 C:H VZ - - *Cnllcrete block chimney Q9 -10 R~Avm 1'tE 1L CT I& JWb 1z-3a ('f/PC AL.A C: 1212x12 W/~'xll,° S~-0-G TYP FLOOR y4~9 iLErFER`r~~'OC ((311'r{{ughLPM SiL i{., tlBEAMI~`d-I" - aN V4 x9 iu=EVES.` Off @ 1Aij '+8- I'A5F 2'~4 GJ 16"oG KW F NmlwwUP c W/wq~., *3/9" CDX fir plywood i 2Y4-c{ c Wrc y,4,1t' .K+r uEIG s Ftq'iNnKi uP~ooeR war subfloon T&G, glued with G` bATI' IAI {/~TICN.Iz-22 gd L ' ' 41 SaM 2.4, FGi V4"/Fw cAVL` ae-1, ~ ~ ~b M k~ h 'z.~ Ira Hwy F11214 F4K,r" gar - PL 9000, gale. nails V4` 11 r~ aam *2 X 12 floor joists @ spacing ~6cz N afi c•a w.w,..n as per plan No ATPC, M 'rkua *1 X 3 cross bridging @ ~FJ Pice~NC--. 13 I \ wbLL I3EYLN~ ~FJ FICI;INc OF rl FAgliz 2x12 eox WbLL I3 Yo, v OA `c4u¢ ri oW. n 'S46'G7 - MKS E Ttl 6 d4~aAY*4DkMd iR 'VJ cIGa. tl*w'2 61-0" OC maximum ~mu~ enE 16 ltwl *Fireblock over all girders " I-I-L~ 2x12 I`) c ld'c cOc~i EAeu c~ R~12 L~_, 41'IffIE and hearing walls Z+10 .'~LfY r _ ~2x12f)c ld'oG 17`~ -3FJ FIX FK~Ml ~ Z*lo c~c,pva*c mFr`'"T z-4rum P&:UND CHIMNEY 9+12 eox, TECD pi I" 12 T1211, H- 'EFL 16''GG 'zwPEn WNL d nr- Roar yr FO - _ _ T'l°rR T-_XP SILL G SA 7 TMZ ~sc - ~ *(9) 2 x 6 sill plate, CCA WSI;:A{w.~,K-Z2 L3121 IL 41EAC -L,'3121 U-' hLADEK LY.tIEyL~Ey.K~J~ ~Uyti~oEQ (3) =vI2,Trw N *Termite shield ALL rAle T10N5 L-NF~) - - - Ca' LXTI' INSUW'(ll.l, v4 sJ rIG'u u~+~ M, 45J 116'o HAS 2g& "Sills sealer G{ (2)2ti1 ,w~ 2xIY f-J oIG"riGi -12-19 = 2rl FJ. 14'a 2x12 FJcl "a C1+JT END - iyu"~ 71 SiL ft' off *1/2" 'die. X 16" long anchor bolts @ 6' 0" OC E, lC I!lJ.E 71L ^TYP' F- 7?K-K'^'/4L (212x IO w/ "A" 4- 1xIO W~A~,+9°2R ,J maximum a ' i EPGH FJ T/eestrn r 5'-Wx. SF/+M r 9- I x /a' ~ pp TYP 9'0" HIGH FOUNDA'T'ION PINING ~~I I ~N`~"E12TAINII,~~T 'i ~ ~I *10" poured concrete - foundation wall J 7vf' F4ccK 7Y~ DECKING *'Karnak' over 20 mil ~~ING polyethylene cover„ WT7 - f6P.~NInV.-~ vFJ~' 'FUt FE IING pi, ccA. = 16' >C J, ccf. = 16°OG 'Nevarstal' or, equal, on WW`F.CvER CGn'- n AOUM WOw Zw I'L HJ c IC Z+' I'L c 11a"O(.. -r..v-V cwMNl.v _ T/V L "'t pt- _ one coat of foundation asphalt primer by 'Karnak' i *I1-011W X 10" H poured f - F / • , 1 VP- FAC-GC r--(21Ztily UcGEF9. Gc. -6'7A'IT IN;LLATIGrI, K"19 - _ ___'µILVJ. IC+'ri: - - - GICCE~9. GCH ~'.`I-~_ 1/YLN wf4 concrete footing, with 7-11" H'{ { ~I x7l CKC=r tKICCEJ6 r IED!'oE~2 1 _ 2 X 4 key. Step footinq:; .e FqE~-~ -,u IV:2H maximum. All footinq:, - 17.6A1 n I} 1'fL HIN.K>COUN(a C=G"zG MAK CIYF~/ ' " It T/F pECr PIE~-c and piers to Rear an virgin LASI4nl e~ -vEt; ra G1° f~'nl w ~ SU NIE y~/ ~~Ny' a'FATT W uLATKN,K-19 7 ' soil W/2 tons /sf minimum d r WITF6PRL'~-fWU VY' 9~O'HI6H y ~.li,f _ bearing capacity. Contractor ~a~net7lcti fa*oAleaa Nou-EE K+N6 UN~ O to verify bearing capacity WAi61.j- IlflN-,- prior to construction and to notify architect of any 2-4 FU W:INio L IG"c'G ' / Ems - M~~ J 1 461" discrepancies. Bottom of all UPIFINI°'Nta) ~ ¢'PAT IhFiUTA'OG4 . rZ'13 i i foundations, footings and 2 i 1 piers to be 3'-0" { 'fOhq CF I'?JiILk-~ ' To rrII$- , -NLI/ yvr-'CEL.CAK 'IYF'CELAALF ~(AH? ~ ~ ~ ---214 cc:q Clvr'7 Vik.C-,tw UNExUeAICU J~oTTLrd CF FIFh to E'E- GNLY GN VLKC+N, UNEYY 'F riF.R TO EE.V. - TYP CELLAR SLAB =fnC GNLY CTYFJ VIKCIN, D'NaxCA\t TEL - _ F~q F7c, *4° poured concrete slab with Y CiYF) - 6 X 6 1.0/10 WWII *A mil vapor barrier *4 minimum clean, compacted fill - : V,4 *211, R-10 insulation board XsV.B° Vli" =11-01' . at entry n f 'FYP GARAGE SLAB *9" poured concrete slab VrkrT with 6 X 6 10/10 WWM, pitch slab 9" to door -2x12 KLGk-,r(TYt') *9" clean, compacted fill IL 12 PL:KF.I CC/wE Eh." hR 12 Arn TYP STEEL COLUMN 7 7 3 1/2 dia. SWP (Standard Weight Pipe) column j 4'Ykl ROCOE W/SLOPEJ CEILINGS I - *2'-0" % e X deep I *lf(O Chateau IJ25 roof shingles ,ll poured concrete fouling i *1511 building felt (provide Zu a, vnpae wwL ~_~f ! n¢ _ OvII)I Ln' n luufJ 01011 ; . 2 layers of 1DN Uulluiuy r " ll ZIFIO KFr IG'O(. - Z~C, CTc IG oo z*w Kw Ia uc- ATT _ 3 w felt with slopes of less than bIASONA,L e,[Z40 ra_ io° p~a~r lN~,ULpaIUa.Ku J.KZZ arnG,= ,'o° C.FruNF}r Br.Tf IN'~ULATI~N Z'~ 10 CJ C IG ~C ~l L Z'o GJ o Iv c~ HuKRI'wE t _r~~ 47-T -1c TYP DECK x PIER ~CTYa V Vu) ri" in 1211, as per manufacturer's A9 FEl-+V - (ttYe N151cy+EU C.FIUN6`, I k_ IL _ ZrOG) r IE"GG -V -4" P.C. pier specifications m Ro 67170) _ *1/2" CDX plywood sheathing Zu6 r7c i6oc yoFFrf " M IC \ t/[roftR elev. as noted,bottom min. A2 X 10 RR @ 16" OC, hurricane •mlgL GI(1r ZATf IN51."Il1 NUN- ON ('~.~qk=1NL-V WALL I(KK TtE _ K~ ~ il~QyR711.1°.i1U~nc#J ri rK"ZI4!!KK AT ALL -CD"FA-IT'In1~UlATICW,~3X)~_~.. IYF q~.CIA/!tcfmFr 3'-0" below grade. Provide ! Lie each RR RIEAICING whL,___ o Y-fi4FJN6 WNl'ryp r ALL PTiC~ %6'E~ - anchor bolts, space as noted 4611 fiberglass batt GEIUNC~.~' (-rrP) IINT€KraZ ~6E4KIUS wAu. -rye FrTFF~f' TYP EXTGRI.OR COLUMN_ _ insulation, R-22 4- ~~'C)({~/~ *16" dia. white Dryvlt nr cn1»1 y 41/211 gypsum board 61{ N'1~ BATH WI CLO5 T STLICX ~LGONY C / p LAr1":NSUtnP=N,~~-15 *Ftrnr_t oral column an nuYerl ~ TYL3 iQOF" WZ ATIPIC MIRf~OK: IKKaK: W' LATT:N<atnno b lw7A IGK BEMrNf. Wd *IKU Chateau 1125 roof shingles 'fYP COLUMN PIER j *154 building felt (provide *1'-0 X 4'-A" pier oil ' 2 layers of 150 building -fR" FLC1;.F. rlyF FLCCK ll'F FLCG2 2 n" X 5'_4 fonII roj felt wi Lh slopes less than 9" in 12", as per manufacturer's . wy,e Ip: r J ,R-19 2+I'L F1 Zx12 FJ, lo'oo min 3'-0" below grade 777 -Pr Ft- eLev as noted. Provlrl, 4L r J ( 3) anchor bolts specifications 41/2" CbX plywood sheathing ' t T IL rL I'. '7 be, ENO 42 X 10 RR @ 16" OC, hurricane ~p~~' Nf ENO '''X.Utr FIKEFUKrOVEytAU- _ iYP WOOD DECK i *5/9" x clear re"] '1", 1,l~oj' ) Lie RR @ 32" OC 717 FJc 1 L rz SS nails, IiOhLIy °pa, *r'otlai Lies as noted on b1,~~ can FIIURFAf1NE TIE EIY•N F1 Y.N F1 _ \ IJ.fk"kkK wc- WALL IIJiF{e1~K ? CCA decking at; ngt.ed w!C''"A plan r ANT i.'kP) 2 ,p.v~-- r l6"C'G- 1 Z'IZ FJr lo'oo- 6FJ~KIV6 W a soIIJ 1, 1c,kinn al 0'-0^ U 31~ maximum. daIv. uncial t-u1, 11 I.II 4CeiI my joisLE as noted on TIPi IT- - -.ZX4 G4P.' 4})". NIA. p]an 410" tlberglass batt IN ALL 0"JNC waU Ti at: all flash rnunnctruu- d, m N 1/2 d19. X 9" gniv. I.a,l i, insulation, R-30 I41TC•F-IE DINING Fri YES 5T~19 ~I~cr~Ll IZCCIM F bolts at nai lor, *1/2" gypsum board P stagger high anal low f ;N,% Z*IZ FJeI~bG 'PYP WE DECK - Ca" mA71"INzJw1,P.77cN,~-I`J t/FINE-K fl.GeR EL ~ 1-0" I ~'fY' ~4G~k 2faN TYP PIPE PA1 i, i' +5/4 X 6 clear cedar `vuod -fyp (rK7F-1<lOlt y?61.1. 2+~I'L ~J[IG OG ~ ~z ~ ~1 l/7" din. br m:hed _ T/1^'11L` tp- al nminnm pip" r.ll1, Ill im. . decking, SS nails - i~P FLGGK *5/4 X 4 wood sleepers, CCA Z'°P4 FJ+I~°OG i - - - , - : OP FIKF-'Lr ILINP. c K / Z' ~I'L ~Jr 16 OG Lu. B~'1 % (-rlf) A / _ 'Chance toralJ' ilir ~l @ 16" OC T/FuL v4cl _ 4Protection mat, by Trocal r-W12 K 72 INw6a~ICN.K-I> *Necharilcally fastened single wr, 11U" 1 9 1*3 GKO`;s p,Klv~iMG ~XS~-a 4,MAY 'rG~k%v~ICnRnFFEV rRe ~6"EfTIr.1~..~Lnn~ ~ ~?"OG M.NS,,,_~ FJ e IG°e \ ~J{~'Ll f°w +YB.T ~TF}]. ~`~~<,aF -WIZ ><ZZ M'OFFFJ7 GIKC£IC I, YIFir.A1L Z• IZ FJ e IC'eG ~ ply fooling. 60 mil. Trocal ' _I ~StEaerr ageH c~C>-ram- /q-'"_~i~r { 5-60. Install as per mfr. SpecificaLions. Run Trocal 7YP $0~u1vu P, c:cNG - CAd' SQL TD TE F1 TO VF.Aq flash7ng, up the wall 18" FOUNIiATi GN nv12*27 p(eppFFO GIEg7p 9"GIEq:~ \ Lw 6V B..Lr rO Beryl r r _ ~0 'GK EQeo FO i min. Install Trocal metal .~p~" pan flashing under door WAIF-I<?tiwo~,W type1wp COLUW(N GELLA~ I - - - - *Microform slip sheet UNFIN!<iFtE{9 r - - - ~ c aoc Lj I.r. *3/9" ex Letior plywood - sT 7s852 y, e snbflouc, T h G 9Tf OF NEW AO TYP FASCIA AND SOFFIT y7Yp CELLAK LAS +G' ~ ~1 LEILPK V^'v~ti WNJ.i *Seamless aluminum ogee gutter, Fredrick Crcohno white nncnnects uesl'lllrnc -'k- - 'n LI l ll_Wryclc Palle Pgrl Je nvrnun SLi t!. *l. X 4 clear red cedar fascia 9113 V2 J 5544 Wit, & trim ' Inir Dl dull' 1levl slp~5O *1 X 6 Ts G clear red cedar soffit, 11 black weave corners, SS nails *1!' vinyl cont. soffit vent I'c I ilo Ch~~arl: + I 1,black back paint all visible framing), Lo' 77'- Lp" do u t11~ 12L are Ia ar_dr I - 25_p" 19-10 - - - to ° 3' o 0 d -0° ('ca1~ a,~ ~ ~p I I ars°''e Sri' eM - - - G~LLOe 1-4 @Q - ~ n "ovr-e FIB W12 if-Id 1o'-tdl 1'(" u I 210' FueeJU~~~Rar-I~ I 1 -1 knot mu Rk IMF, 0.~ 05 TY2 STUCCO CHIMNEY (2 Lklo GWa _ _ GII:bF ,CCR :fJF CSR v ?YP PECK- PIElC r - - *1/2" white finish coat: with marble dust ' ~ °41V C L~ I'-la" t I I L I ! *'1/2 scratch coat *galvanize lath 1132*l0" bzoP cTlfzG,cGC (TYG) *Concrete block chimney fEa 44 g ~ ~ ~ ~ ~`P YECKIaIG 3'd' p~ nW c~RnDt (t'(e) / S o r 1 - - - I(~) PIERS y -I-r - - - C 1_ - - -r COLIC., sraf-e 61/WWM TYP FLOOR xw~ *3/4" CDX fir plywood _Ir~ subfloor T&G, glued with jI - - PL 4000, galv. nails *2 X 12 floor joists @ spaciuy '.4°><Ilq" 'C. Cd.llMrl Pilo ~,I \ - as per plan Id ti *1 X 3 cross bridging @ 4 TiI QIr is PIf=1C 7 ~ i w Q Ito".4''4' Rd. r; oLUrJW 8'-0" OC maximum PIPS' W 2'ti'r rj=~" Fttn N 1"PI~ _ *Fireblock over all girders ORCP 61KVER - 3'o"BE W MAO and bearing walls _ -Pea pj.G2(LLtiAf)VIS 23 ~L"9-9 _Q - -ryP_fiECK LEssp? ZmA mn _ aaxp~ T_YE Sb1i I m _o gr 4n *(4) 2 x 6 sill plate, CCA _ 'm ' - - 3" t 1 6'1 g ~2 9 i k,-- ~u ----w N *Termite shield PC-, pim rYP. nzYl~l.~ ~,~P,. F-41 Tloµ a *1/21sdiasealer X 16" long 1< / pLLMp 7u -IrAw Q anchor bolts @ 0' 0" oc i~ I I I ei N maximum uI-~ ~xC oVA ~D d ' .YIF bELM', LEVL LIZ I CDUC•. - '9 -4" Pt; SL46 O4L CorIPoC.rEp I a `k CWG. TY 9'0 HIGH E~NUATION. C-Lrp4~ FILL- M ° ~k W/IL v,s \ rer P,~&H oxe.~r *10" poured concrete S OAP s.'t - - - - lii7 foundation wall n 0~ ~o °aE l I ICI fu i SLAB ..frr to DoOp p d i I 2 - - - - ? r 1 - ~P FF1Gi CjVr *'Karnak' over 20 mil r ~a / T , polyethylene cover, ~ I 1; G+11J EL -I'~~' ~3 I I ~a ~ 0 - / ~ fi •A 2x6+iG L 2 ~ I m 'Nevarstal' or equal, on ~,=m one coat of foundation I Io 4 ------9'-o- ~ e a 3 0 -t1P, C.~.LL62 51.1 °'S ~t 13L~ 4~~ N v^ asphalt primer by 'Karnak' r g d *1'-8"W X 10" H poured O v r i~ N wA~N/q A ~ ~ ~adlP RM ~ ,b I'D cdncrete footing, with v- WOOD 2 xu 9 " 1'fPG'x L-,W6 j,r+~LL 2 X 4 key. Step f.ontin,p. ACL f3cxJ .7. b"Z crP1 W~at.l. 4 cLCq IV;2H )maximum. All footJngn ~ N i+ n and plers to bear on vlry Lr moll W/2 tone /%f minimum 1'Yp ~l A,~ACg Pt`Ib W4LL E-L-4'-Ld' r ~J - - - - -i- j I ° W c( (30'p'. T- -T j bearing caPmO ty. Cont rn,,l ur a' B~ FuD IN PLL c~u 8"Yld' ~ ~r _ .~~n- - ~ I ~ ~ u~ wsa I:o verify hearing r_apaelfy CoIJt P,G, EY~i - _ r^~ ~ I N C1 ~ W Z J I ¢h v _ _ _ FWL- JAa, w/j'y^ q -1wP 011fp -p o prior to conat.r.out:loo am'I to . ' 1 ® - - ~'1 I J a P F~jra ~1 J 0 0 I", I a W I - ~ MI ~ 12'xl'[_m 2 .2 xl Pc, Fttn 2 _ k6Fl RuE_ UN Levi NotFA) r C notify srnhJtrvt of any j _I_II a vl2 FS mmp d,iscreponelem. JJo t;tom ul alt 4 foundatiollo, foot:lue,Jn and 144- u a V ~ y'ac ro G 77 p W v 1v4c Ib`,~~ m z I tip Piero to be 3'-o" V I OUND 13mr .e - , o f I~xrCO r.. I~ ro Id'-P~~ H} I a, } I ALL WALLS r _I 1 cl OF tv"$ LAM - C t I'M M,Ia R 21AAD ~I ~ 5w6 I 2_ N I I *4" poured confrreCa nlnb wJl;b it I f" 6 X 6 10/10 WWII MIT- ' it v *4 mil, vapor harrier C, .urx~ , tt_13 *4 minimum cledh, compacted r- +'W*np) fill. ry' R-30 inuulation board i~ N PZZJ / r b"W t "I n b~.F-v 1-4 `A 'wJ.N cowc 1- - I J L b'Up cAmp. F+rf.#F I / w ~JGaRtw na"+c 2°•2°Y I~ f' at ontry -I r ~-Z7EP FTC, ° G.T, ¢ iV'o,o way Pc. F ~ I 'Cy_p 411E ~kA6 ' I m ~ a .~wrY ~ I *4" Poured concrete mlab 4 54 1 Q with 6 X 6 10/10 WWM, pitch /L I M slab 4" to door - _ _y ano Y y'` \ 2 x l2 F.I a 8-115 .I FJ'JIl l *4" clean, compacted fill r Tr 0 F Llo li, FM' I.-V Ilv"Ob. `r TYP STEEL COLUMN ..__.IS•b *3 1/2 dia. SWp (Standard 2 :7,''w O / ° Weight Pipe) column PC FfG *21-0" X 21-0" X 1'-0" deep poured concrete footinq vl 14LT( r'I °uWoog vEu I- (typ. unless noted) N V IIJa?o oUrGrn2 caKP~t - - - I ~u -I- f , k N~ cl r~ cnAlw - - I' a, a TYP DECK PIER - ~~t W/~~4~hRe ~'n~ -ryp =t FG L0~ 114, _ II N ~ - , _ _ gC~n~• _ 4 W~3%r" I¢ ~WP ifa 1 *1'-9" x 1'_4" P.C. pier 1 elev. as noted,bottom min. Gov't PP WtEU- 1 0 3'-0" below grade. Provide (2) O. I I tl ~ I - I ry - ovbe. PIT FrnL - - e°. 3Y~a ~ I 2'u~2 wa i I}oasE. "ivav - - - - I 'Q I anchar bolts, space as rioted c I YP EXTERIOR COLUMN Tp III-l1. 1.. B _ YmC,W6', I? 13 kATr l• V I ~ I F~EG~EA7fCrl ~M 3 : ~ICce Pealx crr~ ~I----- t-fR COL. *16" dia. white Dryvit or equal 7 i 2w1 QIUr"o,c Nar o~-- P~our~ z s H-0 WAL- F ~WGLOgIlKE I Ci ;r Fi,FX7R,. Ih.~ HII'E. P.nll_ _ II g *Structural column as nol.ed ~ LIAR . I- - - -4 AUP sncoj-4 3 I ou GKP,WaLL - I f F C' AP, I I 7 TYP COLUMN PIER I Pelnp 6" PAIWr SIMM PIE air - 3 Yl W 9PM O WAL S ecLC1, -IPL1-`S dCLL,, I - *1'-0 X 4'-9" pier on .I 21-0" X F'-9" footing, u 17 min 31-0" below grade k - r - - rara~E -lug < elev as noted. Provide II (3) anchor bolts - - - - I sr„ T Y DECK *5/9" x 6" clear red,/ i - ~ to o c.o o. a. . s _I a• 93 nails, tightly" Y- - I i rtun-ire X. CCA decking as nc I 2K~a v7 T F _ - - - - NP WAU I YYP. FJOIJSf? F ~L-1%21 - solid blocking maximum. Galv..' at all flush r m i i I I Ib'o Ip 9 m` iLP r" PkT y I r 'y r 1/2" dia. X 1 a 9 (tYP)9 - ~ 7 a I I Ip bolts at no' m stagger hi, P~'( 3,Pi I,I - TYg PIPE ' ° 4' SLG6 LFIL74,r,' u_ - I I I 4' P.c. wise-I~~io wOM oa r ~ ~ a .J 3 alumi \f i I 3 ® = I a p' t Kblb ~.t- - I l'!y' - b' I 4-4 COI-'I pAG1"~P CLLAI1 ~ LL . 9 ~j ~o I ? a I OCT Co'nn9 II I W k - - I _Q u~~xcovarenncrYP) CoHPAC;rloa rz np,SLcpr- r 1 N s 5 ~ ~ ~ - 'l7YI de~1GE'K k', rJ~'TI&;e• d ~ i ~I- - 10'~ .I I~ I A. orJNerl ~ ~ h - i ?L GLATft~~-•~1 _ e 5 t'rr 'd .4 oml - - y -1 -1 _ -J - - - - - - - - - - - h~r'•~,_~r 777 777- _-~--1- + - - - - - _ I 3b„ I ~ I-~ I cum N I f ~ ~ ~ol - 11 G\SZERED RR 4 K ER Pn rc TG'. -e E.t. rtariL ^fn Per: A-~it^r?Q [r-6zl1 I Im I r~L I yid - - I I I MI MI Q I~ MQx (fiYP) - - - s raeatLwr' p{ Y~'JnL 67i=d1 -1 IL - I _ _ -J WAiES MMN FM~NI WFLL I O 0 + ai r- I t, tµn ~L-2-7' - 1 U. iG KL!}VO.{'~J G-r F~RPG+E r~E I S ~ lgrE OF NEW 10 al Iq'-?~ II - 0 5'_el$ `'I .I N ~ 1 - - - 15 ~Q 221011 NT~y .d~ 3~1-0, ~Fq-!a